PROCESOS DE SEPARACIÓN AVANZADA REMEDIACIÓN DE EFLUENTES CONTAMINADOS MEDIANTE MÉTODOS FÍSICOS Y BIOLÓGICOS Memoria presentada por: Dª. María Salomé Álvarez Álvarez para optar al grado de Doctora Internacional por la Universidad de Vigo Vigo, 2015 UNIVERSIDAD DE VIGO Título: REMEDIACIÓN DE EFLUENTES CONTAMINADOS MEDIANTE MÉTODOS FÍSICOS Y BIOLÓGICOS Realizada por: María Salomé Álvarez Álvarez Dirigida por: Mª Ángeles Sanromán Braga, Ana Mª Rodríguez Rodríguez y Francisco Javier Deive Herva Programa de Doctorado de Ingeniería Química Departamento de Ingeniería Química Universidad de Vigo Vigo, 2015 Este trabajo ha sido financiado por el Ministerio de Economía y Competitividad de España, mediante el proyecto de código CTM2012-31534, y la Universidad de Vigo mediante una beca de estancia en el extranjero Agradecimientos Tras unos años de incesante trabajo en los que no faltaron momentos de emoción, curiosidad, impaciencia y desesperación llegó el momento de poner un punto y aparte a este capítulo de mi andanza por el arduo e ilusionante mundo de la ciencia, al que llevo unida desde el día en que me pregunté por qué la hierba era de color verde. Han sido muchas las personas que desde entonces, con sus amables consejos, han logrado que nunca perdiera el anhelo de investigar. En primer lugar agradecer a mis directores de tesis Ángeles, Ana y Fran todo su apoyo, sus consejos, los medios para la realización de esta tesis y por haber propuesto el camino a seguir para llegar a este fin. Durante estos años de tesis he tenido la oportunidad de convivir con muchos compañeros que compartieron conmigo curiosidades y vivencias de sus pueblos, ciudades y países, gracias por todos esos buenos ratos de café, tartas, comidas,…y una mención especial a Jose por todo el apoyo que nos brindas en el laboratorio cuando nos tenemos que enfrentar a todas las técnicas analíticas, al doctor Esperança y al Profesor Rebelo por su apoyo al aceptarme en su grupo del ITQB de Oeiras. Una tesis es un trabajo que casi nunca se queda en el laboratorio y acaba formando parte de tu tiempo libre. Geno, Chus, Mar, Elena, Xanel, Alberto gracias por escuchar pacientemente mis historietas de laboratorio y por los consejos que en cada momento me habéis dado. Quiero terminar estos agradecimientos recordando a las personas que más han contribuido a que esta experiencia haya llegado a su fin. A Javi, por haberme dado el empujón que necesitaba para emprender esta historia y otras, por tu insistencia en que siquiera adelante, tu optimismo, paciencia, apoyo y por haberme demostrado que incluso en lo más adverso puede sobrevivir la ilusión. Nada sería sin tu ayuda. Infinitas gracias. A mi familia: Al pequeñin Álex por hacer que los sábados de estos últimos meses fuesen un poco distintos. A mis padres y a mis hermanos Lito y Rori que siempre supieron apoyar mis decisiones, por su sacrificio y preocupación y sobre todo por saber entender y respetar mi deseo de trabajar en ciencia. Mi mayor gratitud a vosotros. A mis abuelos, por haberme transmitido su experiencia en la vida y sus consejos. Siempre conmigo. “Un bo mestre é aquel que nunca deixa de ser un alumno curioso” - Justo Álvarez Fernández Sinceramente ¡gracias! A mi familia “La verdadera ciencia enseña, por encima de todo, a dudar y a ser ignorante” Miguel de Unamuno INDEX RESUMEN Y CONCLUSIONES RESUMEN 3 CONCLUSIONES 9 CHAPTER 1. INTRODUCTION 1.1 ENVIRONMENTAL POLLUTION 1-3 1.2 LEGISLATION 1-5 1.3 POLLUTED EFFLUENTS 1-6 1.3.1 DYES 1-6 1.3.2 POLYCYCLIC AROMATIC HYDROCARBONS 1-8 1.3.3 EMERGING POLLUTANTS 1-9 1.3.4 HEAVY METALS 1-11 1.4 TREATMENT METHODS 1-11 1.5 REFERENCES 1-16 CHAPTER 2. BIOLOGICAL METHODS TO REMOVE POLLUTANTS 2.1 AIMS AND WORKFLOW 2-3 2.2 INTRODUCTION 2-4 2.2.1 BIOSORPTION 2-4 2.2.2 BIODEGRADATION 2-7 2.3 MATERIALS AND METHODS 2-12 2.3.1 CHEMICALS 2-12 2.3.2 CULTURE MEDIUM AND MICROORGANISMS 2-13 2.3.3 MICROBIAL ACCLIMATION 2-14 2.3.4 EFFECT OF IONIC LIQUIDS ON MICROORGANISMS 2-15 2.3.5 BIOPOLYMER PRODUCTION 2-15 2.3.6 DYE AND PAH BIOTREATMENT AT DIFFERENT SCALES 2-15 2.3.7 ANALYTICAL METHODS 2-16 2.3.8 STATISTICAL DESIGN 2-18 2.4 RESULTS AND DISCUSSION 2-19 2.4.1 MICROBIAL ADAPTATION TO IONIC LIQUIDS 2-19 2.4.2 DYES REMOVAL BY IONIC LIQUID-ADAPTED PSEUDOMONAS STRAIN 2-25 2.4.3 SIMULTANEOUS BIOTREATMENT OF PAHS AND DYES BY IONIC LIQUID-ADAPTED P. STRAIN 2-32 2.5 CONCLUSIONS 2-44 2.6 REFERENCES 2-45 CHAPTER 3. REMEDIATION OF POLLUTANTS BY AQUEOUS TWO PHASE SYSTEMS 3.1 AIMS AND WORKFLOW 3-3 3.2 INTRODUCTION 3-4 3.3 MATERIALS AND METHODS 3-12 3.3.1 CHEMICALS 3-12 3.3.2 EXPERIMENTAL PROCEDURE 3-13 3.4 RESULTS AND DISCUSSION 3-18 3.4.1 IONIC LIQUIDS AS SEGREGATION AGENTS IN AQUEOUS SOLUTIONS OF NON-IONIC SURFACTANTS 3-18 3.4.2 INORGANIC AND ORGANIC SALTS AS SEGREGATION AGENTS IN AQUEOUS SOLUTIONS OF NON-IONIC SURFACTANTS 3-35 3.4.3 AQUEOUS TWO PHASE SYSTEMS FOR THE PARTITION OF DYES, PAHS, HEAVY METALS AND EMERGING POLLUTANTS 3-49 3.5 CONCLUSIONS 3-61 3.6 REFERENCES 3-62 CHAPTER 4. CONCLUSIONS 4.1 IN RELATION TO THE BIOLOGICAL METHODS TO REMOVE POLLUTANTS 4-3 4.2 WITH REGARD TO REMEDIATION OF POLLUTANTS BY AQUEOUS TWO PHASE SYSTEMS 4-4 CHAPTER 5. QUALITY CRITERIA OF PUBLICATIONS ANNEXES RESUMEN Y CONCLUSIONES Resumen y Conclusiones RESUMEN Y CONCLUSIONES RESUMEN El agua es un recurso natural irreemplazable e imprescindible para la vida y el desarrollo de todos los seres vivos del planeta. En la actualidad, una de las principales amenazas a las que se enfrenta la población mundial es el constante deterioro de la calidad del agua, debido a la incesante actividad industrial y el evidente cambio climático que se viene observando en las últimas décadas. Los efectos cada vez más notables como el aumento de zonas desérticas, los intensos periodos tormentosos y los brotes epidémicos empiezan a alertar del deterioro del agua como un problema de ciclópeas consecuencias para nuestra supervivencia. Una de las causas de esta problemática se centra en la constante síntesis de nuevos compuestos químicos, con efectos desconocidos sobre el medio ambiente y con una legislación deficiente. Por esta razón, es evidente la necesidad de adoptar soluciones a largo plazo para resolver estos episodios de contaminación no solo en los países industrializados, sino también mediante acciones de prevención en los países en vía de desarrollo. En este sentido, una correcta protección del medio ambiente requiere la adopción de protocolos de buenas prácticas que impliquen un consumo mínimo de los recursos naturales y un máximo nivel de reciclaje. La solución a este problema empieza por la existencia de regulaciones más estrictas a nivel nacional e internacional sobre la gestión ambiental. En este contexto, la investigación de nuevos métodos de remediación de estos contaminantes ha sido objeto de un inusitado interés académico e industrial. La elección de una u otra estrategia vendrá marcada por las circunstancias específicas de cada caso concreto, pudiendo ser más ventajoso un tratamiento ex-situ que uno in-situ dependiendo de aspectos tales como el tipo de contaminante presente o del área contaminada. En ocasiones, la aplicación de una única técnica de eliminación de contaminantes no permite alcanzar los objetivos deseados, motivo por el cual se requiere la combinación de diferentes alternativas. Teniendo en cuenta lo mencionado, a lo largo de esta tesis doctoral se abordarán diferentes estrategias para la remediación de efluentes contaminados por diversos compuestos de naturaleza recalcitrante como son los tintes industriales, los hidrocarburos aromáticos policíclicos, los metales pesados y los fármacos, estos últimos en representación de los contaminantes emergentes. 3 Resumen y Conclusiones Los colorantes son unos de los compuestos más sintetizados en todo el mundo. Estas sustancias son utilizadas de forma común en la industria de la alimentación, farmacéutica, del papel, aunque son los tintes utilizados en la industria textil los responsables de la mayor producción de efluentes contaminados debido a la gran demanda de agua que requieren sus procesos. La presencia de tintes va a afectar no solo a la actividad fotosintética de la vida acuática sino también al incremento de la demanda química de oxígeno. Las complejas estructuras aromáticas de los tintes son principalmente resistentes a la acción de la luz, la actividad biológica, el ozono y otras condiciones de degradación medioambientales. Dicha naturaleza química es responsable de su persistencia y peligrosidad en el medioambiente, surgiendo así una gran inquietud por la presencia de estos compuestos, ya que a menudo contienen en sus estructuras metales, cloruros y diversos compuestos aromáticos que desencadenan efectos mutagénicos, tóxicos y carcinogénicos en el ser humano y otras especies vivas. Los hidrocarburos aromáticos policíclicos (HAPs) son un grupo de compuestos tóxicos ampliamente presentes en el medioambiente, pudiendo encontrarse en el aire, el suelo, o incluso en las plantas y los animales como resultado tanto de procesos antropogénicos o naturales, como por ejemplo la combustión de derivados del petróleo o las erupciones volcánicas o incendios forestales. Se conocen unos cien HAPs diferentes al existir una gran cantidad de isómeros, sin embargo la Agencia Estadounidense del Medioambiente (US EPA) y la Unión Europea (UE) solo han definido como contaminantes prioritarios a dieciséis de ellos. Se sabe que este tipo de moléculas son persistentes en la naturaleza debido a sus propiedades físicoquímicas, como su baja solubilidad acuosa y presión de vapor, su alta lipofilicidad y su gran estabilidad termodinámica debido al sistema conjugado del anillo bencénico. Los metales pesados ocupan otro nicho destacado en el deterioro del medioambiente. Éstos se pueden encontrar en el suelo, los sedimentos o el agua y, aunque algunos de ellos son esenciales para el desarrollo de las funciones vitales de los organismos, como por ejemplo el cinc, hierro, manganeso o vanadio entre otros, su presencia en gran cantidad es peligrosa o letal para los seres vivos. De forma general, estos compuestos suelen presentarse en forma de coloides, partículas iónicas o formando parte de complejos organometálicos, aunque también exhiben una gran afinidad por los ácidos húmicos o las arcillas orgánicas. Una propiedad destacada de los metales pesados, que condicionará su mayor o menor grado de contaminación, es su solubilidad en agua. Este parámetro estará influido de forma determinante por variables como el pH, la salinidad, el tipo de especies añadidas para formar complejos o el ambiente redox del medio en el que se encuentren. 4 Resumen y Conclusiones Finalmente, los contaminantes emergentes engloban un amplio rango de compuestos de naturaleza antropogénica tales como los cosméticos, los pesticidas, los productos de higiene personal, los medicamentos, o los retardantes de llama entre otros. En los últimos años, el desarrollo de nuevos métodos de análisis más sensibles ha permitido alertar de su presencia y peligrosidad. El gran problema que encierran los contaminantes emergentes es la falta de conocimiento de sus efectos a corto y largo plazo sobre la salud humana o el medioambiente, lo que ha retardado su regulación. Otra particularidad de estos compuestos es su presencia constante en el medioambiente como consecuencia de su elevada producción y consumo. De todos los contaminantes emergentes recogidos en la Directiva (2000/60/CE), los productos farmacéuticos son los más estudiados debido a su elevado consumo. Estas moléculas suelen llegar al medioambiente en sus formas originales o metabolizadas. Diversos estudios han demostrado la presencia de estos medicamentos en aguas superficiales y subterráneas, en aguas residuales urbanas e incluso en aguas potables. Por consiguiente, la presencia de estos contaminantes peligrosos exige el esfuerzo de desarrollar técnicas eficientes y sostenibles para su eliminación del medioambiente. Esta tesis doctoral estará enfocada a evaluar la eficacia de los métodos biológicos y físicos, tales como la biodegradación/biosorción y los sistemas acuosos bifásicos, para la eliminación de este tipo de contaminantes persistentes. Las tecnologías utilizadas tradicionalmente en el tratamiento de las aguas residuales han estado divididas en dos categorías principales: así se pueden citar procesos físico-químicos y biológicos. Los primeros están basados en la adsorción o la descomposición de los contaminantes por medio de materiales adsorbentes o agentes oxidantes, respectivamente. A su vez, la eliminación de contaminantes mediante métodos biológicos puede llevarse a cabo por medio de procesos de biosorción, biodegradación o la combinación de ambos. Por otra parte, la selección de una u otra estrategia no debería estar exclusivamente fundamentada en la eficacia del proceso seleccionado sino que debe integrar aspectos medioambientales y económicos para lograr su puesta en práctica a escala real. Todas estas técnicas tienen sus ventajas e inconvenientes, por un lado los procesos físicos suelen lograr una eliminación rápida de los contaminantes y una alta posibilidad de regeneración del material adsorbente, sin embargo suelen ser costosos y generan gran cantidad de residuos. De la misma manera, los procesos químicos suelen tener el inconveniente de su elevado coste y la generación de metabolitos secundarios, los cuales pueden llegar a ser incluso más tóxicos que el compuesto de partida. En contrapartida, estos procesos suelen mostrar una gran eficacia a la hora de diseñar la tecnología de descontaminación a gran escala. Por otro lado, los métodos biológicos tienen la ventaja de ser 5 Resumen y Conclusiones viables económicamente y más respetuosos con el medioambiente que los anteriores, aunque se suelen caracterizar por ser procesos lentos. Una vez realizada una introducción general sobre los problemas ambientales causados por contaminantes procedentes de la actividad industrial y doméstica, en el capítulo dos de esta tesis doctoral se abordará la bioeliminación de contaminantes ampliamente presentes en efluentes industriales. Por un lado, se seleccionaron los tintes Reactive Black 5 y Acid Black 48, así como los HAPs de alto y bajo peso molecular, Fenantreno, Pireno y Benzoantraceno, por estar presentes en aguas residuales de sectores como el textil, la curtiduría o la industria metalúrgica. Con este fin, se estudió el efecto de la aclimatación de la bacteria Pseudomonas stutzeri CECT 930 en presencia del líquido iónico etilsulfato de 1-etil-3-metilimidazolio, comparando su comportamiento con el de otros microorganismos procedentes de ambientes extremos en lo que concierne a la salinidad, a la temperatura y a la carga de hidrocarburos. Se comprobó que esta bacteria aclimatada mostró una elevada resistencia al estrés químico producido por diversas familias de líquidos iónicos. A tenor de estos resultados, se apostó por aplicar este agente microbiano en la remediación de una disolución acuosa de los tintes modelo seleccionados, como paso previo a la implementación de un proceso combinado de eliminación de efluentes contaminados con dichos tintes y los HAPs. En todos los casos, la viabilidad del proceso se demostró a escala matraz y reactor, y se modelaron los datos experimentales mediante ajuste a ecuaciones matemáticas conocidas. La obtención de estos parámetros fue crucial para permitir el diseño del esquema de tratamiento mediante la utilización de herramientas informáticas específicas de simulación de bioprocesos como el software SuperPro Designer. De este modo, se comprobó la viabilidad técnica y económica de la solución final propuesta, en comparación con los procesos convencionales sin optimizar. En el tercer capítulo de esta tesis doctoral, se apostó por la utilización de un método físico de tratamiento como la extracción líquido-líquido, debido a sus evidentes ventajas en comparación con otros procesos físico-químicos de remediación. De hecho, la gran recalcitrancia de metales pesados y fármacos, así como la eliminación incompleta de tintes y HAPs nos animó a utilizar sistemas acuosos bifásicos, debido a sus probadas ventajas en el tratamiento de efluentes acuosos. Esta técnica ha sido ampliamente aplicada a la separación, recuperación y purificación de diversas especies químicas tales como compuestos orgánicos volátiles, iones metálicos o un considerable rango de biomoléculas tales como enzimas, antibióticos o antioxidantes, entre otros. Además de su versatilidad, los sistemas acuosos bifásicos presentan ventajas inherentes como son los tiempos cortos requeridos para la 6 Resumen y Conclusiones separación de fases, la baja viscosidad, la posibilidad de evitar disolventes orgánicos volátiles, su alta capacidad de extracción, su fácil escalado o la capacidad de diseñar sistemas biocompatibles. Estos sistemas de extracción líquido-líquido consisten en dos fases inmiscibles, donde los compuestos generalmente utilizados para conseguir la segregación de fases son polímeros y sales, aunque en la actualidad han surgido los líquidos iónicos como alternativa que ha abierto nuevos horizontes en la aplicación de este tipo de sistemas de separación. En este sentido, las destacadas propiedades fisicoquímicas de los líquidos iónicos tales como su alta estabilidad térmica, química y electroquímica, su despreciable inflamabilidad o su notable conductividad iónica han favorecido su rápida incorporación en el campo de la separación y purificación de compuestos mediante la segregación de fases en sistemas acuosos. Por otro lado, la práctica ausencia de estudios centrados en los surfactantes ha promovido nuestro interés en su aplicación para la eliminación de compuestos contaminantes del medio acuático mediante sistemas acuosos bifásicos, ya que este tipo de sustancias presenta un gran interés en diversidad de aplicaciones biotecnológicas, alimentarias y medioambientales. Por ello, en el capítulo tres se propuso la aplicación de surfactantes no iónicos, concretamente las familias polietilenglicol ter-octilfenil éter (Triton X) y polioxietilenglicol sorbitán (Tween) como candidatos para formar sistemas acuosos bifásicos con líquidos iónicos y sales para finalmente investigar su versatilidad en procesos de remediación de contaminantes tales como tintes, HAPs, metales pesados y fármacos. En primer lugar, se analizó la habilidad de los compuestos seleccionados para segregar regiones de inmiscibilidad, determinándose las curvas de solubilidad y las rectas de reparto a diferentes temperaturas. Como agentes inductores de la separación de fases en disoluciones acuosas de los surfactantes no-iónicos, se postularon los líquidos iónicos basados en el catión imidazolio y amonio, por ser dos de las familias más habitualmente empleadas. Además, se investigó el papel de diferentes sales inorgánicas y orgánicas con cationes de potasio y amonio, y se discutió su eficacia “salting out” mediante teorías ampliamente consolidadas como la propuesta por Hofmeister, o parámetros termodinámicos característicos tales como la energía libre de Gibbs de hidratación o la entropía de hidratación de los iones presentes. Asimismo, los datos experimentales de las curvas de solubilidad y las rectas de reparto fueron correlacionados experimentalmente mediante modelos empíricos de tres y cuatro parámetros, para caracterizar más en detalle la región de inmiscibilidad. 7 Resumen y Conclusiones Una vez valorados todos los sistemas obtenidos se procedió a la selección de aquellos con menor impacto medioambiental para llevar a cabo la partición de los contaminantes elegidos. Para el caso de las sales como agentes de segregación de fases se optó por la elección de la sal orgánica citrato potásico para la partición de tintes y HAPs en disoluciones acuosas de Tween 20 y Triton X-100, respectivamente. La sal tartrato sodio potasio fue la seleccionada para estudiar la extracción de los iones metálicos Zn2+ y Cu2+ de muestras reales de sedimentos marinos dragados en sistemas acuosos bifásicos basados en los surfactantes no iónicos Triton X-100 y Tween 20. Por último, la partición de ibuprofeno y diclofenaco como modelo de contaminantes emergentes de gran presencia en el medioambiente se llevó a cabo con un sistema acuoso bifásico formado por el cloruro de colina como agente de segregación de fases en una disolución acuosa de Tween 80. En el caso de los efluentes contaminados con tintes industriales y HAPs, como ya se había demostrado la viabilidad de su remediación por métodos biológicos, en el capítulo tres se verificó que los sistemas propuestos permitían la mejora de los niveles de remediación alcanzados en efluentes obtenidos tras el proceso de reacción biológica. En este sentido, se demostró que la existencia de medios sintéticos y complejos ampliamente utilizados, así como las biomoléculas resultantes de la reacción no interferían en la eficacia remediadora de los ATPS considerados. Por otra parte, también se investigó la posibilidad de acoplar este tipo de sistemas acuosos en procesos de lavado de suelos contaminados con metales pesados, proponiendo la aplicación en un efluente real obtenido tras el lavado de sedimentos marinos. Por último, se comprobó también la viabilidad de la utilización de ATPS basados en líquidos iónicos de colina como una plataforma biocompatible para la eliminación y concentración de contaminantes emergentes. 8 Resumen y Conclusiones CONCLUSIONES Las conclusiones obtenidas a lo largo de esta tesis doctoral se resumen a continuación: La utilización de microorganismos procedentes de biotopos extremos con resistencia a la presencia de familias comunes de líquidos iónicos demostró la viabilidad de aquellos procedentes de lugares contaminados con alta carga orgánica y salina para sobrevivir bajo elevadas concentraciones de este tipo de disolventes. La bacteria Pseudomonas stutzeri se destacó como la candidata con mayor resistencia a la presencia de contaminantes y se corroboró su adaptabilidad tras una exposición prolongada (dos meses) a estos líquidos iónicos en un bioreactor semicontinuo. La respuesta adaptativa de la bacteria se reflejó en la producción de un biopolímero, constituido fundamentalmente por unidades de glucosa, que favoreció su aplicación en procesos de biorremediación de tintes industriales, debido a procesos de biosorción. Por ello, se consideró su idoneidad como agente de remediación en efluentes contaminados con tintes y HAPs para mejorar la eficacia de procesos en dos etapas mesofílicas y termofílicas. EL proceso biológico se realizó satisfactoriamente, con valores superiores al 75% en menos de dos días para ambos tintes, tanto por separado como mezclados a escala matraz. Además, el cambio de escala en biorreactor de tanque agitado de laboratorio permitió aumentar los niveles de remediación hasta un 80% en menos de un día en un efluente conteniendo la mezcla de ambos tintes. Se propuso esta bacteria adaptada para el biotratamiento de un efluente contaminado con el tinte Reactive Black 5 y tres HAPs, determinándose las condiciones óptimas de operación (pH, temperatura y agitación de 7.0, 310.65K y 146 rpm, respectivamente) mediante el uso de un plan factorial cúbico centrado en las caras, alcanzando niveles de remediación superiores al 60%. La validez de estas condiciones se comprobó a escala matraz y bioreactor, caracterizando detalladamente las cinéticas de crecimiento y biorremediación de cada contaminante. Se demostró la habilidad de los cationes imidazolio y amonio al igual que diferentes sales convencionales inorgánicas y orgánicas de potasio y amonio para lograr la segregación de fases en disoluciones acuosas de surfactantes no iónicos 9 Resumen y Conclusiones pertenecientes a las familias polietilenglicol ter-octilfenil éter (Triton X) y polioxietilenglicol sorbitán (Tween). Se utilizaron diversas ecuaciones ampliamente descritas en la literatura para caracterizar los datos de equilibrio y rectas de reparto. Se analizó el efecto del líquido iónico, del surfactante y de la temperatura sobre las regiones de inmiscibilidad, concluyéndose que la utilización de elevadas temperaturas, y la presencia de surfactantes de alta hidrofobicidad en la disolución acuosa conllevan un aumento de la región bifásica. Se demostró la influencia del catión y del anión de las sales en su capacidad para la segregación de fases, de acuerdo con la tendencia predicha por la clasificación de Hofmeister. Se utilizaron funciones termodinámicas tales como la energía libre de Gibbs de hidratación, la entropía de hidratación molar y el coeficiente-B de viscosidad de Jones-Dole, corroborándose la siguiente secuencia para los cationes estudiados K+ > NH4+ y para los aniones inorgánicos PO4-3 > HPO4-2 > CO3-2 > SO3-2 > SO4-2. Por otra parte, los aniones orgánicos mostraron la siguiente secuencia: (C6H5O7)-3 > (C2O4)-2 > (C4H4O6)-2. La alta eficacia de extracción de contaminantes fue superior a un 93% para los tintes Reactive Black 5 y Acid Black 48 y a un 80% para HAPs, independientemente de la sal orgánica utilizada. Se demostró la viabilidad de la estrategia planteada en efluentes contaminados tratados biológicamente, considerando dos de los medios más habitualmente empleados en este tipo de procesos. En todos los casos, los valores de remediación fueron superiores al 92%, mejorando claramente las eficacias logradas con el tratamiento biológico individual. La idoneidad de una estrategia en dos etapas para la remediación de metales pesados de sedimentos marinos dragados con niveles superiores al 90 % para el Zn y al 80% para el Cu, en un sistema modelo formado por el agente complejante tiocianato potásico, la sal orgánica tartrato de sodio potasio y el surfactante no iónico Tween 20. Se demostró la viabilidad de esta estrategia para ser acoplada tras una primera etapa de lavado del sedimento. La eliminación de los contaminantes emergentes ibuprofeno y diclofenaco, como representantes de productos farmacéuticos más comúnmente utilizados, de un efluente modelo alcanzó niveles superiores al 90% para ambos casos. Para ello, se propuso la utilización de un sistema biocompatible formado por el líquido iónico cloruro de colina y el surfactante no iónico Tween 80. 10 1. INTRODUCTION 1.1 ENVIRONMENTAL POLLUTION 1.2 LEGISLATION 1.3 POLLUTED EFFLUENTS DYES POLYCYCLIC AROMATIC HYDROCARBONS EMERGING POLLUTANTS HEAVY METALS 1.4 TREATMENT METHODS 1.5 REFERENCES 1-3 1-5 1-6 1-6 1-8 1-9 1-11 1-11 1-16 1.-Introduction 1.1 ENVIRONMENTAL POLLUTION Throughout history, the planet Earth has suffered countless environmental pollution episodes and certainly one of them caused our own life. Ironically, the great present problem is the incessant increase pollution due to civilizations footprint in the environment. Arguably, this impact has dawned with Industrial Revolution during the last half of the 18th century and at the turn of the 19th century but until recently its effects as acid rain has not caused international alarm. The industrial footprint in the environment is not only a consequence of the produced industrial goods but it is also related to the energy that these processes require for transforming raw materials. Along this thesis, we will use the terms pollution and pollutant, so the meaning of these nouns must be defined in accordance with the current legislation (in accordance with the Spanish law “Proyecto de Real Decreto del 22 de Diciembre de 2014”): “Pollution is the direct or indirect introduction, as a consequence of human activity, of substances or energy in atmosphere, water or soil, that can be harmful for human health or for aquatic and land ecosystems”. Environmental pollution consists of five basic types, namely, air, water, soil, noise and light. Although pollution has been traditionally studied from the point of view of the first three, it is necessary to emphasize that most pollutants interact with more than one element in environment, as shown in Figure 1.1. Frequently, either by atmospheric deposition or leaching, all pollutants are sunk in water, thus generating polluted effluents. In this sense, one of the main obstacles for their treatment is the simultaneous existence of many different types of pollutants such as: dyes, polycyclic aromatic hydrocarbons, pesticides, drugs, etc. (Orozco et al., 2003; Sanz, 2005; Arun & Eyini, 2011, Kyzas & Kostoglou, 2014). 1-3 1.-Introduction Atmosphere Hydrosphere POLLUTANTS Anthroposphere Biosphere Lithosphere Figure 1.1. Pollutants in the environment The above-mentioned evidences that pollution is a problem that can spread between different areas, from surface water to groundwater, affecting either fluvial and sea water. In this vein, the deleterious alteration of water quality is usually the result of different activities: Industrial such as textile, paper, iron and steel, food, etc. This problem is obvious because all of them entail high water consumption and the resulting generation of wastewater containing mainly organic matter, heavy metals, detergent or industrial oil. Agriculture and ranching may pollute river or aquifer water, due to spillage of waste water from farm work and/or animal droppings. From the reasons above, it is evident the necessity of adopting long-term permanent solutions, not only in industrialized countries to remedy serious episodes of pollution, but also preventive actions in developing countries. In this sense, a correct protection of the environment requires the adoption of good practices protocols which entail minimum resources consumption and maximum levels of recycling. Furthermore, constant world´s population growth may cause water shortage in some areas of the planet (Gupta et al., 2012). The solution to this problem must thus march hand in hand with the existence of more and more strict regulations at national and transnational level. 1-4 1.-Introduction 1.2 LEGISLATION Social awareness of quality and management of water resources was evident in 1879 when the Spanish law on water (“Ley de Aguas”) was passed, repealed when the Ley 25/1985 (August, 2nd) came into effect. It basically stated that water is a natural resource which scantiness cannot be solved by man (“El agua es un recurso natural escaso, indispensable, irreemplazable, no ampliable por la mera voluntad del hombre, irregular en su forma de presentarse en el tiempo y en el espacio, fácilmente vulnerable y susceptible de usos sucesivos”). Therefore, the European Union, through the water framework directive (Directive 2000/60/EC, amended by Directive 2008/105/EC, established as a main target for 2015 to achieve an environmental and chemical “good condition” for all the community water. In this sense, two approaches have been combined: the reduction of emissions as maximum as possible and the establishment of a minimum quality threshold. Additionally, it has the following aims: Promote a sustainable use of water. Establish measurements for reducing wastes. Decrease groundwater pollution. Deterioration prevention, protection and improvement of aquatic systems. Reduce the effects of floods and droughts. Likewise, it is worth mentioning that there are many regulations and rules (national, regional and local) to warrant the control of emissions and to further the preservation of the environment. Nowadays, the Spanish Ministry of Agriculture, Food and Environment has passed the Proyecto de Real Decreto del 22 de Diciembre de 2014, establishing the criteria for monitoring and evaluating the status of surface water and environmental quality rules which will repeal the following decree-laws: Real Decreto 60/2011, (January, 21st) about rules of environmental quality in the field of water policy. Anexes 1, 2 and 3 belonging to “Reglamento de la Administración Pública de Aguas y de la Planificación Hidrológica” approved by Real Decreto 927/1988, (July, 29th). “Orden de 11 de Mayo de 1988”, about quality requirements that must be kept in surface water currents when they are used as drinking water. 1-5 1.-Introduction “Orden de 8 de Febrero de 1988”, related to methods for measuring, frequency of sampling and analysis of surface water used as drinking water. “Orden de 16 de Diciembre de 1988”, related to methods and frequency of analysis or inspection in continental water that requires protection and improvement for fish farms development. “Disposiciones de la Orden ARM/2656/2008, (September, 10th) where the instructions for hydrographic planning are approved. Within the regional sphere two main laws can be mentioned: “Lei 8/2001” (August, 2nd) for the protection of water quality of Galician estuaries and management of the public service of urban waste water treatment. “Decreto de Galicia 130/1997” (May, 14th) where the regulation of fluvial fishing and aquatic continental ecosystems is approved. 1.3 POLLUTED EFFLUENTS Taking into account the abovementioned, most of the pollutants are present in aqueous medium, so the research focused on the proposal of more efficient strategies to remove them is an issue in the limelight both from an academic and industrial point of view. In this thesis, the remediation of effluents polluted with dyes, polycyclic aromatic hydrocarbons, drugs and heavy metals will be tackled, as they are some of the main pollutants of current concern. 1.3.1 DYES Dyes have been used since prehistoric era as reflected in the caves of Altamira, but it would not be until 1856 when the English chemist William Henry Perkin achieved the first synthetic commercial dye called “Perkin´s mallow”. Since then, dyes are defined as coloured compounds that, when applied to fibres, give permanent colour able to resist against exposure, perspiration, light, water, chemical compounds and microbial attack (Rai et al., 2005). These compounds are commonly used in the food, pharmacy, textile and plastic industries for a plethora of dying processes (Malik, 2003; Mielgo, 2002), as represented in Figure 1.2. As can be noticed, the textile industry is a great source of polluted effluents due to the high demand of water required in these processes (Crini, 2006). Moreover, parameters like pH or dissolved oxygen chemical composition of the polluted effluents will be influenced by 1-6 1.-Introduction the type of dye used (Banat et al., 1996). More than 10.000 different textile dyes, with an estimated annual production of 8 · 105 metric tonnes, are commercially available worldwide; about 50% of these are classified as azo dyes, which are those approached in this PhD thesis (Leena & Selva, 2008; Szygulaa et al, 2008). Figure 1.2. Synthetic dyes and industrial applications Dyes are made up by molecules that have functional groups like: i) the chromophore is an electron-acceptor and determine the colour of the dye. The most common chromophores groups are: -N=N-, -NO2, NO,-C=N-, -C=C-, -C=O; ii) the auxochrome is an electron-donor which is responsible for intensifying chromophore color during the synthesis of dye. Some examples of auxochrome groups are: -NHR, -NR2, -NH2, -COOH, -OH, -SO3H (Rangabhashiyam et al., 2013). In relation to this, dyes can be classified according to several features, but one typical consideration refers to their ionic character (Robinson et al., 2001). Ionic dyes are direct, acid and reactive dyes. Non-ionic dyes refer to disperse dyes because they do not ionise in an aqueous medium. Direct dyes are the most popular class of dyes, owing to their easy application, wide color range and availability at moderate cost. Most direct dyes have di-azo and tri-azo structures. Azo dyes are the largest class (60-70)% of dyes, with the greatest variety of colours (Bae et al., 2007). This large level of consumption causes serious risks to human health, due to the fact that some dyes and their by-products are toxic, carcinogenic and mutagenic (Forgacs et al., 2004; Saratale et al., 2011, Weber & Wolfe, 1986). On the other hand, the colour in water is more visible and it affects the transparency because the human eye can detect concentrations as 1-7 1.-Introduction low as 0.005 mg·L-1 of reactive dye in water (Shelley, 1994; Willmott et al., 1998). As a result, the effluents polluted with dyes have been the subject of innumerable research works. 1.3.2 POLYCYCLIC AROMATIC HYDROCARBONS Throughout time, industrial activity has caused the emission of an enormous quantity of pollutants to the environment. Among them, polycyclic aromatic hydrocarbons (PAHs) have occupied a prominent position. Currently, PAHs are widely spread throughout the environment and are found in soil, plants, sediments, water, air, and animals, as a result of both natural and anthropogenic processes (Guo et al., 2007). Regarding the former, they are generated by natural forest fires, volcanic eruptions and natural oil seeps. However, PAHs are more commonly generated by anthropogenic activities, mainly in combustion processes, such as the incomplete combustion of organic materials in industry and other human activities, such as industrial discharges, transportation, biomass burning, coal, petrol and waste incineration (Zhao et al., 2009; Ravindra et al., 2008 ), as indicated in Figure 1.3. Traffic Volcanos eruption Industrial activity Oil spillage Figure 1.3. The main sources of PAHs 1-8 1.-Introduction These chemicals are mainly made up of carbon and hydrogen assembled in two or more benzene rings in linear, angular or cluster arrangements. It has been long known that this type of compounds are persistent in the environment due to their physicochemical properties, which include very low aqueous solubility and vapour pressure, high hydrophobicity (high log POW), high adsorption coefficient and high thermodynamic stability of the aromatic ring. This feature is determined by their conjugated electron systems, which are dependent on the number of aromatic rings and their molecular weight, making them to be weakly bioavailable (Cao et al., 2009; Haritash & Kaushik, 2009). More than 100 different PAHs have been identified, and they have been strictly regulated by law in most industrialized countries. Sixteen of these hazardous molecules have been classified as priority pollutants by the United States Environmental Protection Agency (USA-EPA) and European Union (EU), and they are listed in Table 1.1. Table 1.1. The 16 PAH priority pollutants defined by US-EPA and EU. Two-ring Three-ring Four-ring Five-ring Six-ring Naphthalene Fluorene Fluoranthene Phenanthrene Crysene Pyrene Benzo[g,h,i]perylene Acenaphthene Acenaphthylene Anthracene Benzo[a]anthracene Benzo[b]fluoranthene Benzo[k]fluoranthene Benzo[a]pyrene Indeno[1,2,3c,d]pyrene Dibenzo[a,h]anthracene In recent years, the presence and concentration of PAHs in the environmental has been the subject of different studies due to their potential carcinogenic, mutagenic and teratogenic effects. It seems that their genotoxic and carcinogenic character is related to the formation of diol epoxides that covalently bound to DNA (Meehan & Bond, 1984; Whyte et al., 2000; Delgado-Saborit et al., 2011). 1.3.3 EMERGING POLLUTANTS Emerging pollutants (EPs) encompass a wide range of man-made chemicals such as pesticides, cosmetics, personal and household care products, drugs, phthalates, fireretardants, among others. They are in use worldwide and are indispensable for modern society 1-9 1.-Introduction (Thomaides et al., 2012). Statistics published by EURO-STAT in 2013 reveal that over 70% of these chemicals bear a significant environment impact (European Commission, EUROSTAT). These chemicals constantly reach the environment from various anthropogenic sources and are distributed in air, sediments, soil and water. Due to EPs are compounds displaying different origin and chemical nature, their environmental fate or possible consequences have not been noticed. In fact, the US-EPA (United States-Environmental Protection Agency) defines emerging pollutants as new chemicals without regulatory status which impact on environment and human health is poorly understood (Deblonde et al., 2011). Another special feature of these chemicals refers to their constant and continuous presence into the environment due to their high production and consumption (Petrovic et al., 2003). Although a list of 33 priority substances was compiled by the EU water framework directive (2000/60/EC), the pharmaceutical compounds are the most studied due to their common use in society. These drugs are excreted both in their original form or metabolized. Numerous studies have demonstrated the presence of these drugs in urban waste water and surface waters (Roberts & Thomas, 2006), sewage from hospitals (Lienert et al., 2011), groundwater (Bendz et al., 2005) and even in drinking water (Houtman, 2010). These chemicals may also reach the soil due to the use of waste water for irrigation (Ternes et al., 2007). The pharmaceutical compounds identified in the environment can be classified into several groups: hormones, anti-inflammatory, antidepressants, beta blockers, antibiotic, diuretics, etc. (Miège et al., 2009), as shown in Table 1.2. Table 1.2. Pharmaceutical compounds in wastewater. (Deblonde et al., 2011) Pharmaceutical compounds Hormones Anti-inflammatory and analgesic Antidepressants Molecules Levonorgestrel, Progesterone, Testosterone. Ibuprofen, Diclofenac, Indomethacine, Naproxen, Ketoprofen, Ketorolac Fluoxetin -blockers Propanolol, Celiprolol, Metoprolol, Sotalol. Antibiotics Diuretics Norfloxacin, Tetracyclin, Trimethoprim, Ciprofloxacin, Sulfapyridin Furosemide, Aminotrizoic acid, Diatrizoate, Iotalamic acid. Antiepileptics Carbamazepine, Codeine, Ant pyrin, 4-aminoantipyrine Lipid-regulators Contrast agents Bezafibrate, Acebutolol, Atenolol, Gemfibrozil. Iopromide, Iomeprol, Iohexol, Iopamidol. Cosmetics Galaxolide, Tonalide 1-10 1.-Introduction 1.3.3 HEAVY METALS The pollution in soils, sediments and water by heavy metals is one of the main environmental problems in industrialized and developing countries due to their persistent, carcinogenic and bioaccumulative character (DeForest et al., 2007; Rainbow, 2007). Heavy metals are elements with high atomic weight and density over 5 g·mL-1, excluding alkaline and alkaline earth groups. Although some of them are essential for developing vital functions of organisms (cobalt, copper, iron, manganese, zinc, vanadium and strontium), their excess is harmful or lethal for living beings. In this sense, heavy metals often involved in environmental pollution problems are mainly chromium, cadmium, mercury, lead, arsenic and antimony (Kennish, 1992). In general terms, these compounds may be present as colloids, particle ions or being part of organometallic complexes. In colloidal forms and particles they appear as hydroxides, oxides, silicates, sulphur or adsorbed in minerals like clays, silica and organic matter. Also heavy metals have a great affinity for humic acids, organic clays and oxides covered with organic matter (McCullough et al., 1999). The solubility of heavy metals in water is controlled by pH, salinity, type of complex species where they are adsorbed, oxidation state of mineral phases and redox environment (Connell & Miller, 1984). Their behaviour is a function of the organic matter content and water chemistry, which can modify their mobility. 1.4 TREATMENT METHODS Considering all the above-mentioned, different techniques have been explored in recent years for removing these pollutants from soil and wastewater. These methods have been classified into two main categories: physico-chemical (ion-exchange, adsorption, coagulationflocculation, flotation, electrochemistry) and biological, (biosorption or biodegradation). The advantages and drawbacks of each technique have been summarized in Figure 1.4 (Subramaniam et al., 2009; Anjaneyulu et al., 2005; Adav et al., 2009; Pandey et al., 2007), and some examples of all of them are presented in Table 1.3. 1-11 1.-Introduction Figure 1.4. Treatment methods for the removal of pollutants Table 1.3. Techniques applied in the remediation of different pollutants. Techniques Compounds References 1.-Physico-Chemical Methods Adsorption Dyes PAHs Heavy Metals Emerging Pollutants ARS, IC MG, MB AS-GR, ATB-2G, IC PHE, FA, BaA AN NA, FLU, PHE, PYR, FA +2 +2 Zn , Cd +2 Cu +2 +2 +2 Pb , Ni , Cu Zolgharnein et al., 2014 Kurniawan et al., 2012 Shen et al., 2009 Liu et al., 2014 He & Wang, 2011 Yuan et al., 2010 Yanagisawa et al., 2010 Li et al., 2010 Jiang et al.,2010 AMX Putra et al., 2009 Chemical Precipitation Dyes PAHs Heavy Metals Rred, NB-HE2R, NB-RX, BBG SRR RGFL, BBR MV, BF PHE, PRY PHE NA, AC, FLU, PYR +6 +2 +2 +2 Cr , Zn , Cu , Pb +2 Hg +2 +2 +2 Zn , Cu , Pb Watharkar et al., 2013 Kabra et al., 2012 Bhole et al., 2004 Xi & Chen, 2014 Olivella et al., 2013 Chen et al., 2011 Chen et al., 2009 Blue et al., 2008 Álvarez et al., 2007 Filtration/Flocculation/Coagulation Dyes PAHs BB3, BR46, BY2 RR-K2BP, RV-K3R, RB-KNB CBB, CRB PHE AN AN, PYR, FA Zarei et al., 2010 Kang et al., 2007 Chakraborty et al., 2003 López-Vizcaíno et al., 2012 Poerschmann et al., 2008 Rebhun et al., 1998 1-12 1.-Introduction +2 +3 +2 Ce , Fe , Pb +2 +2 Zn , Cu +2 +2 +2 Cd , Cu , Pb Heavy Metals Abo-Farha et al., 2009 Borij et al.,2009 Yuan et al., 2008 Ozonation Dyes PAHs Emerging Pollutants NcsB-G, TRww-3BS RY (15,84), RR ( 120,239), RB160 Rred, RRB, Rblu, Rbla, RV, RY, a.o. BaA, BbF, BeP, BkF, BaP, CHR ACN, PHE, AN, FA BaP, FLU OTC BZF PCT Wijannarong et al., 2013 Sancar & Balci, 2013 Sarayu et al., 2007 Bedjanian & Nguyen, 2010 Rivas et al., 2009 Miller & Olejnik, 2004 Li et al., 2008 Dantas et al., 2007 Andreozzi et al., 2003 Electrochemical Oxidation Dyes PAHs Heavy Metals Emerging Pollutants RB5; Rbla B, RGY-RNL, CR-FNG, a.o. RR120, RR141, RR198, RO16, a.o. NA, AC, ACN, FLU, BbF, PYR, a.o. NA, FA, PYR AC, AN, FLU, FA, IP, NA, PHE, a.o. +2 Mn +2 Cu +2 Ni Ibp VIG Iglesias et al., 2013 Chatizisymeon et al., 2006 Rajkumar & Kim, 2006 Souza et al., 2011 Muff & Søgaard, 2010 Tran et al., 2009 Shafaei et al., 2010 Camarilloa et al., 2010 Sun et al., 2009 Ciríaco et al., 2009 Özkan et al., 2004 Photocatalytic Degradation Dyes PAHs Emerging Pollutants Rho B, Mg I CV, AnB MB, MO PHE, AC, AN, BaA PYR NA, PHE, AN, BaA AMX, AMP, CLX CF Dcf, NPX, Ibp Li et al., 2014 Shanthi & Padmavathi, 2012 Wetchakun et al., 2012 Kou et al., 2010 Zhang et al., 2010 Woo et al., 2009 Elmolla & Chaudhuri, 2010 El-kemary et al., 2010 Méndez-Arriaga et al., 2008 Fenton/Photo-Fenton Degradation Dyes PAHs Emerging Pollutants Rblu-RR, Rred-RR MO, RB5, FA, LG MG, O-II NA, AC, ACN, FLU, PHE, AN, a.o. BaP FLU, PHE, ACN PCT ATN Ibp Punzi et al., 2012 Rosales et al., 2009 Rastegar et al., 2008 Da Rocha et al., 2013 Veignie et al., 2009 Beltrán et al., 1998 Trovó et al., 2012 Isarain-Chavéz et al., 2010 Skoumal et al., 2009 2.-Biological Methods Bacterial degradation or Biosorption Dyes PAHs Heavy Metals Emerging Pollutants AO52, DB71 AR88, RB5, DR81, DO3 RRB, GY, RR, Rblu, RV, RY, RO,a.o. PHE, PYR PHE, PYR, BaA PYR +6 +2 +3 +2 Cr , Cd , Fe , Ni +2 +2 Pb , Ni +2 +2 Cu , Pb MET, OLA, TYL CF, OF, MET Liu et al., 2013 Khalid et al., 2008 Padmavathy et al., 2003 Bacosa & Inoue, 2015 Moscoso et al., 2012 Tiwari et al., 2010 Quintelas et al., 2009 Gabr et al., 2008 Pan et al., 2007 Ingerslev & Halling, 2001 Kümmerer et al., 2000 1-13 1.-Introduction Fungal degradation or Biosorption Dyes PAHs Heavy Metals AB, CR, TB, RBB BG, EB RR, RB, RO-II PHE, PYR NA, PHE, BaP PHE, FA, PYR +4 Zr +2 Cu ; +2 +2 Cu , Cd Taha et al., 2014 Pryzstas et al., 2013 Ambrósio et al., 2012 Reyes-Cesar et al., 2014 Argumedo-Delia et al., 2012 Schmidt et al., 2010 Bhatti & Amin, 2013 Tseckova et al., 2010 Bhainsa & D`Sousa, 2008 Enzymatic Degradation Dyes PAHs DR19, DB9 RBblu-R, Ablu25 RB4, RB160, RB171, RR11, a.o. AN, BaP, NA, PHE AN, PYR AN, PRY, AC, FLU, PHE Jamal et al., 2013 Zeng et al., 2012 Khan & Husain, 2007 Farnet et al., 2009 Eibes et al., 2006 Kraus et al., 1999 Algae Biosorption +6 Heavy Metals Cr 2+ 2+ Cu , Zn +2 Pb Cobas et al., 2014 Ajjab & Chouba, 2009 Deng et al., 2007 a.o.: among others Sometimes, the use of one single treatment does not render possible the securing of satisfactory results. For this reason, the combination of two or more methods can be a suitable option to succeed in this kind of environmental problems. Literature analysis reflects the existence of a variety of hybrid technologies for different pollutants, including physicochemical and biological technologies, as detailed below. Fenton oxidation (Fe(II)/H2O2) pretreatment was found to improve the adsorption capacity of granular activated carbon (GAC) due to the transformation of organic compounds into smaller molecules that were able to pass through the micropores of GAC (Zamora et al., 2000). Analogously, the appropriateness of the combination of a chemical and physical method was demonstrated by Wang et al., (2002), as they observed 64% of chemical oxygen demand (COD) reduction when UV-vis irradiation was combined with coagulation and flocculation. Following this line, approximately 90% of COD reduction was attained by integrating ozone and GAC adsorption for the treatment of landfill leachate. The ozonation step allowed the formation of smaller molecules, which were more suitable to be adsorbed than the initial molecules, and the removal of residual organic compounds and metal species in the leachate was thus eased (Rivas et al., 2003; Oh et al., 2004). The combination of advanced oxidation processes (AOPs) and biological treatment is another sequential strategy leading to promising results. For instance, solar photo-Fenton was used in combination with an aerobic biological system for the treatment of pharmaceutical 1-14 1.-Introduction wastewater, obtaining that overall TOC degradation efficiency was over 95%, of which 33% corresponded to the solar photochemical process and 62% to the biological treatment (Oller et al., 2007). Other biological system configurations like biofilm reactors have also been combined with AOPs such as H2O2/UV, TiO2/UV and photo-Fenton to treat reactive azo-dyes, achieving 99% of removal efficiency (Kim & Park, 2008; García-Montaño et al., 2008). In the same vain, an innovative process combining the electro-Fenton reaction followed by anaerobic digestion and ultrafiltration as post-treatment turned out to be suitable to detoxify effluents from olive oil processing, with removal efficiencies about 50% for COD and 95% for monophenolic compounds (Khoufi et al., 2006, 2009). 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WFD (Water Framework Directive) Directive 2008/105/EC of the European Parliament and of the Council of 16 December 2008 on environmental quality standards in the field of water policy, amending and subsequently repealing Council Directives 82/176/EEC, 83/513/EEC, 84/156/EEC, 86/280/EEC and amending Directive 2000/60/EC of the European Parliament and of the Council; 2008. Whyte, J.J., Karrow, N.A., Boermans, H.J., Dixon, D.G., Bols, N.C. (2000) Combined methodologies for measuring exposure of rainbow trout (Oncorhynchus mykiss) to polycyclic aromatic hydrocarbons (PAHs) in creosote contaminated microcosms. Polycyclic Aromatic Compounds, 18, 71-98. Wijannarong, S.; Aroonsrimorakot, S.; Thavipoke, P.; Sangjan, S. (2013) Removal of reactive dyes from textile dyeing industrial effluent by ozonation process. APCBEE Procedia, 5, 279-282. 1-31 1.-Introduction Willmott, N., Guthrie, J., Nelson, G. (1998) The biotechnology approach to color removal from textile effluent. Journal Society of Dyers and Colourist, 144, 38-41. Woo, O.T.; Chung, W.K.; Wong, K.H., Chow, A.T.; Wong, P.K. (2009) Photocatalytic oxidation of polycyclic aromatic hydrocarbons: Intermediates identification and toxicity testing. Journal of Hazardous Materials, 168, 1192-1199. X Xi, .Z.; Chen, B. (2014) The effect of structural composition on the biosorption of phenanthrene and pyrene by tea leaf residue fractions as model biosorbent. Environmental Science and Pollution Research , 21, 3318-3330. Y Yanagisawa, H.; Matsumoto, Y.; Machida, M. (2010) Adsorption of Zn(II) and Cd(II) ions onto magnesium and activated carbon composite in aqueous solution. Applied Surface Science, 256, 1619-1623. Yuan, M.; Tong, S.; Zhao, S.; Jia, C.Q. (2010) Adsorption of polycyclic aromatic hydrocarbons from water using petroleum coke-derived porous carbon. Journal of Hazardous Materials, 181, 1115-1120. Yuan, X.Z.; Meng, Y.T.; Zeng, G.M.; Fang, Y.Y.; Shi, J.G. (2008) Evaluation of tea-derive biosurfactant on removing heavy metals ions from dilute wastewater by ion flotation. Colloids and Surfaces A: Physicochemical and Engineering Aspects, 317, 256-261. 1-32 1.-Introduction Z Zamora, R.M.R.; Moreno, A.D.; Velásquez, M.T.O.; Ramírez, I.M. (2000) Treatment of landfill leachades by comparing advanced oxidation and coagulation-flocculation processes coupled with activated carbon adsorption. Water Science and Technology, 41, 231-235. Zarei, M.; Niaei, A.; Salari, D.; Khataee, A.R. (2010) Removal of four dyes from aqueous medium by the peroxide-coagulation method using carbon nanotube-PTFE cathode and neural network modelling. Journal of Electroanalytical Chemistry, 639, 167-174. Zeng, X.; Cai, Y.; Liao, X.; Zeng, X. (2012) Anthraquinone dye assisted the decolorization of azo dyes by a novel Trametes trogii laccase. Process Biochemistry, 47, 160-163. Zhang, L., Xu, C., Chen, Z., Li, X., Li, P. (2010) Photodegradation of pyrene on soil surfaces under UV light irradiation. Journal of Hazardous Materials 173, 168-172. Zhao, H.P., Wu, Q.S., Wang, L., Zhao, X.T., Gao, H.W. (2009) Degradation of phenanthrene by bacterial strain isolated from soil in oil refinery fields in Shanghai China. Journal of Hazardous Materials, 164, 863-869. Zolgharnein, J.; Asanjrani, N.; Bagtash, M.; Azimi, G. (2014) Multi-response optimization using Taguchi design and principle component analysis for removing binary mixture of alizarin red and alizarin yellow from aqueous solution by nano a-alumina. Spectrochimica Acta Part A: Molecular and Biomolecular Spectroscopy, 126, 291-300. 1-33 2. BIOLOGICAL METHODS TO REMOVE POLLUTANTS 2.1 AIMS AND WORKFLOW 2-3 2.2 INTRODUCTION 2-4 2.3 MATERIALS AND METHODS 2-12 2.4 RESULTS AND DISCUSSIONS 2-19 2.5 CONCLUSIONS 2-44 2.6 REFERENCES 2-45 ADAPTED FROM: “Microbial adaptation to ionic liquids” (2015) 5, 17379-17382. “Acclimation to ionic liquids: Enhancing the biotreatment potential of a Pseudomonas strain”. (Under review). “Simultaneous biotreatment of Polycyclic Aromatic Hydrocarbons and dyes in a one-step bioreaction by an acclimated Pseudomonas strain” (2015) Accepted for publication. 2.-Biological methods to remove pollutants 2.1 AIMS AND WORKFLOW AIMS Biological methods are promising environmentally-friendly and cost-competitive alternatives for the remediation of hazardous pollutants. These techniques have been applied for the last decades to remove or decrease the toxic effect of organic and inorganic contaminants. In this chapter, the bioelimination of dyes and PAHs will be targeted due to their demonstrated negative effects when are present in wastewater streams. Hence, an ionic liquid-adapted Pseudomonas stutzeri CECT 930 has been proposed for the bioremediation of different industrial pollutants. On the one hand, azo and anthraquinone dyes Reactive Black 5 (RB5) and Acid Black 48 (AB48), respectively, were considered as model contaminants present in textile industrial effluents. On the other hand, hydrophobic PAHs, phenanthrene (PHE) (a three aromatic ring molecule), pyrene (PYR) and benzo[a]anthracene (BaA) (both with four aromatic rings) were selected as models of Low Molecular Weight (LMW) and High Molecular Weight (HMW) PAHs. WORKFLOW The working plan strategy to achieve the objectives described above includes: Screening of microorganisms from biotopes considered as extreme in terms of salinity, temperature and hydrocarbon load, in order to investigate their ability to thrive under the presence of high concentrations of common families of ionic liquids. Assessing the capacity of an ionic liquid-adapted Ps. stutzeri strain for the biological decolourisation of an aqueous stream containing two reactive dyes RB5 and AB48, both separately and mixed. Evaluating the viability of the bioremediation strategy at shake flask and bench scale bioreactor, determining the kinetics of the process by fitting to well-known equations. Assessing the ability of the adapted Ps. stutzeri strain to implement a one-step biotreatment process for the simultaneous bioremediation of dyes and PAHs. Elucidating the nature of the bioremediation process, addressing the possible existence of biosorption and biodegradation. Simulation of the biotreatment process for a real effluent by using commercial software tools like SuperPro Designer. 2-3 2.-Biological methods to remove pollutants 2.2 INTRODUCTION The incessant growth of population and the climate change with several episodes of floods and droughts, together with the pollution of surface water and aquifers are decreasing the resources of drinking water around the world (Rockström, 2003; Vörösmarty et al., 2000; Kemper, 2004). The development of strategies for removing pollutants in industrial wastewater allowing its recycling could be a safe bet for saving water and decrease wastes generation. Moreover, the selection of specific remediation technologies should not be exclusively based on the efficiency and must integrate environmental and economic aspects for achieving its implementation at real scale. As already mentioned in the first chapter, technologies for treating wastewater have traditionally been divided into two categories: physico-chemical and biological methods. As stated, the removal of contaminants by biological methods can be accomplished by means of biosorption, biodegradation or a combination of both (Wu et al., 2012; Chan et al., 2006). 2.2.1 BIOSORPTION The term biosorption may be simply defined as a physico-chemical process where the interaction occurs between substances from solution (sorbate) and biological material (biosorbent), leading to a reduction in the solution sorbate concentration (Gadd, 2008). Furthermore, it is noteworthy that the term biosorption includes complex mechanisms that depend on the sorbate, the biosorbent, the presence or absence of metabolic processes (in the case of living biomass) and environmental factors (Michalak et al., 2013). Hence, absorption, adsorption, ion exchange, precipitation and crystallization are processes playing a decisive role in the global biosorption yield. Absorption is the incorporation of a substance in one state into another in a different while adsorption is the physical adherence or fixing of ions or molecules onto the surface of another molecule (Gadd, 2008). Regarding ion exchange, it is defined as the replacement of an ion from a solid phase in contact with a solution by another ion. Finally, precipitation and crystallization are other possible underlying phenomena that may promote uptake capacities (Velgio & Beolchini, 1997; Aksu, 2005; Grini & Badot, 2008). It is interesting to differentiate between biosorption and bioaccumulation, defining the first as a process where the sorbates are kept on the surface of the cellular wall, while the latter are those substances accumulated inside the cell. These two stages usually occur sequentially: a quick biosorption followed by a slow transport of sorbate inside the cell (Aksu & Dönmez, 2000; Kaduková & Virčiková, 2005). 2-4 2.-Biological methods to remove pollutants TYPES OF BIOSORBENTS Biosorption processes have been widely applied for the removal of organic pollutants such as dyes, drugs, phenolics, pesticides, phthalates, hydrophobic chemicals like hydrocarbons and inorganic compounds like metal ions or radioisotopes (Kaushik & Malik, 2009; Dhankhar & Hooda, 2011; Wang & Chen, 2006; Texier et al., 1999). A great amount of biosorbents has been investigated as possible biological material with affinity for these hazardous pollutants in order to open up new avenues for the treatment of wastewater. Among the possibilities, different options can be highlighted: Microbial biomass: Archaea, Cyanobacteria, Bacteria, filamentous fungi, yeasts, microalgae. Macroalgae. Industrial wastes: fermentation and food wastes, activated and anaerobic sludge, etc. Agricultural wastes: fruit/vegetable wastes, rice straw, wheat bran, sugar beet pulp, soybean hulls, leaves, etc. Natural residues: plant residues, sawdust, tree barks, weeds, peat, moss, bracken, lichens. Other materials: chitosan, cellulose, crustaceans, etc. Nonetheless, the most frequently investigated biosorbents are bacteria, fungi, yeasts and algae as reported in several reviews (Solís et al., 2012; Srinivasan & Viraraghavan, 2010; Park et al., 2010; Chojnacka, 2010; Ahluwalia & Goyal, 2007). Some examples of these biosorbents are shown in Figure 2.1. Figure 2.1. Diverse biological biosorbents 2-5 2.-Biological methods to remove pollutants The existence of functional groups like carboxyl, phosphate, hydroxyl, amino, thiol, etc. in the cell walls of biosorbents licenses the interaction with the sorbates. For instance, archaea cell walls composition varies from one genus to another. They may be constituted by pseudomurein, sulfonated polysaccharide, glycoprotein, carboxyl and sulphate groups. For instance, the main cell wall biosorptive component in cyanobacteria (blue-green algae) is peptidoglycan. Algal cell walls have some variation in the composition but them all share cellulose as one of the main common constituents. Other components in algal biomass include alginic acid, xylans, proteins, biopolymers, which provide binding sites such as amino, hydroxyl, imidazole, phosphate and sulphate groups (Davis et al., 2003). The main binding sites on bacterial walls are peptidoglycan carboxyl groups (Gram-positive) and peptidoglycan phosphate groups (Gram-negative), proteins or polysaccharides (Dimitriev et al., 2005). Fungal cell walls are made up by a great variety of structural components like aminopolysaccharides as chitosan (chitin derivative), glucans, proteins, polysaccharides or lipids. Additionally, fungal phenolic polymers possess functional groups with potential binding sites as carboxyl, phenolic and alcoholic hydroxyl, carbonyl and methoxyl (Gadd, 2008). All in all, the complexity of the cell wall of these biosorbents makes it difficult to elucidate the mechanisms through which the biosorption is carried out. FACTORS INFLUENCING BIOSORPTION Typical features of pollutants like charge, hydrophobicity, molecular size, structure, concentration and solubility directly affect the viability of the biosorption process. In brief, a deep knowledge on the nature of biosorbents and pollutants to be removed will provide some hints to select the most suitable biosorbent. Besides, physico-chemical factors such pH, temperature or solubility have an important role in the overall biosorption processes, as indicated below. pH: it is perhaps the most important physico-chemical factor, since the functional groups of biomass are activated as a result of the surface electrical charge change, and these charged sites become available for binding pollutants through electrostatic interactions. Generally speaking, lower and higher pH values allow removing anionic and cationic chemicals, respectively, like dyes or anionic/cationic metal species (Das et al., 2011). Temperature: it is another decisive factor since it affects the growth rate of biomass as well as the molecules kinetic energy. Nevertheless, extreme values of temperature may also damage the physical structure of the biosorbent (Bayramoglu & Arica, 2007). Initial pollutant concentration and salinity: an increment of initial pollutant concentration entails a declining biosorbent capacity by toxicity or saturation of binding sites (Anjaneya et al., 2011). Moreover, increasing the ionic strength reduces biosorption because ions may 2-6 2.-Biological methods to remove pollutants compete for binding positions and also causes moderate inhibition of most bacterial activities except for halotolerant microorganisms (Meng et al., 2012). Pretreatment and immobilization: the pretreatment processes for increasing the adsorption capacity of biomass include autoclaving, contacting with inorganic (acids, alkalis, CaCl2, ZnCl2) and organic (formaldehyde, ethanol, EDTA, acetone) compounds, removal of inhibitory groups (decarboxylation, deamination), enhancement of binding groups (amination, phosphorylation, carboxylation), etc. Autoclaving could break the biomass structure and expose the potential binding sites, while chemical treatment could change the surface electrical charge of biomass and promote new electrostatic interactions (Arica & Bayramoglu, 2007; Vijayaraghavan & Yun, 2007). In relation to the immobilisation techniques, biomass from fungi or bacteria has been immobilised within polymeric matrix (polystyrene or polyurethane foam (Ürek & Pazarlioglu, 2005), nylon or Luffa sponges (Iqbat & Saeed, 2007), Ca-alginate beads (Enayatizamir et al., 2010), etc. These procedures enhance the biosorption capacity when high amounts of toxics are present in solution, thus avoiding the inhibition of cellular growth. One of the key aspects in the development of efficient biosorption-based technologies is the search of low-cost of biosorbents, easy to regenerate. Some methods widely employed for the regeneration or desorption of the loaded biosorbent consist of a washing with distilled water, acid/basic solutions, organic solvents (ethanol, surfactants) or complexing agents (Aksu, 2005). The modelling and simulation of the biosorption process is a valuable tool to predict the optimum operating conditions, in order to ease process scaling-up. Although several models have been developed, the Langmuir and Freundlich equations are by far the most widely employed. 2.2.2 BIODEGRADATION Biodegradation is another biological alternative for the removal of pollutants. In contrast to biosorption, the role of removing chemicals is played mainly by enzymatic processes that are part of the metabolic pathways of microorganisms. This remediation strategy establish a competitive alternative due to the fact that it is eco-friendly, cost-effective and efficient when compared to typical physico-chemical counterparts. Pollutants like simple hydrocarbons (C1-C15), alcohols, phenols, amines, acids, amides among others are very easily biodegraded. In contrast, polychlorinated biphenyls (PCBs), polycyclic aromatic hydrocarbons (PAHs), dyes and pesticides are recalcitrant substances. 2-7 2.-Biological methods to remove pollutants ANAEROBIC BIODEGRADATION A great number of industrial wastewaters are preferably treated in anaerobic biological processes due to the high level of chemical oxygen demand (COD) reduction, potential for energy generation and low excess sludge production. Nevertheless, in practical applications, anaerobic treatment undergoes a low growth rate of the microorganisms, and it requires a post aerobic treatment of the harmful anaerobic effluent which often contains ammonium (NH4+) and hydrogen sulphite (HS-) ions (Heijnen et al., 1991). In the absence of molecular oxygen, alternative electron acceptors such as nitrate, sulphate, and ferrous ions among others, can be used to oxidize aromatic compounds (Meckenstock et al., 2000). Another viable alternative is the use of enzymes like azoreductases (NADPH-dependent reductases or NADH-DCIP reductases) as reported elsewhere (Dhanve et al., 2008). These enzymes are present in microorganisms such as bacteria, algae and yeasts. As an example, specific dehalorespiring microorganisms such as Dehalococcoides strains have been reported to gain energy from reductive dechlorination (in halogenated hydrocarbons) by substituting a halogen by a hydrogen atom. Hence, these dehalorespiring organisms have been applied to degrade commercial PCB mixtures (Bedard et al., 2007), polychlorinated dibenzo-p-dioxins and dibenzofurans (Bunge et al., 2003). AEROBIC BIODEGRADATION Aerobic biological processes have been effectively employed for the treatment of organic wastewaters. The main advantages of this kind of processes are: i) higher levels of removal of soluble biodegradable organic matter than anaerobic processes, ii) easy flocculation of the produced biomass and iii) lower content of suspended solids (Cervantes et al., 2006). In these conditions, the oxidative degradation of pollutants can be catalysed by enzymes such as dioxygenases, monoxygenases, proteases, phosphatases or peroxidases and phenoloxidases such as manganese peroxidases (MnP), tyrosinases (Tyr), lignin peroxidases (LiP) and laccases (Lac) (Kelley et al., 1990; Khlifi et al., 2010; Yang et al., 2005). Their importance can be clearly noticed in Table 2.1. 2-8 2.-Biological methods to remove pollutants Table 2.1. Enzymes identified in the biodegradation of pollutants by different microorganisms. Microorganisms Phanerochaete chrysosporium Trametes versicolor Several microorganisms Phanerochaete chrysosporium Trametes trogii Pseudomonas diminuta Candida tropicalis Oscillatoria curviceps White-rot fungi Microbial consortia Alishewanella sp. Nematoloma forwardii Trichosporon akiyoshidainum Type of enzyme LiP, MnP MnP, Lac Dehalogenases, Lac LiP, MnP Lac OPH MnP Azoreductase, Lac MnP, Lac, Lip Azoreductase, Lac, LiP NADH-DCIP reductase LiP, MnP, Lac MnP, Tyr Pollutants Several dyes Estrogenic Chemicals PCP, DDT, Lindane RDX Reactive dye Organophosphates Reactive dye Reactive dye Phenols, PAHs Congo red-buscar Reactive dye PAHs Reactive dyes Reference Sen et al., 2012 Tsutsumi et al., 2001 Gianfreda et al., 2002 Cameron et al., 2000 Levin et al., 2001 Chen-Goodspeed et al., 2001 Yang et al., 2003 Priya et al., 2011 Nicell, 2001 Ayet et al., 2010 Kolekar et al., 2012 Guenther et al., 1998 Pajot et al., 2011 Pentachlorophenol (PCP), Dichloro diphenyl tricholorethane (DDT), Hexahydro-1,3,5-trinitro-1,3,5-triazine (RDX), Polycyclic aromatic hydrocarbons (PAHs), Organophosphorus hydrolase (OPH). As an example, the potential of laccases in biodegradation is due to their non-specific oxidation capacity and their capacity to use readily available oxygen as an electron acceptor (Telke et al., 2011). On the other hand, the catalytic action of MnP proceeds through an initial oxidation by H2O2 to an intermediate that promotes Mn+2 oxidation. The Mn+3 organic acid complex formed acts as an active oxidant; in this way, MnP is able to oxidise textile dyes (Husain, 2010). A comparison between anaerobic and aerobic processes is provided in Table 2.2. Table 2.2. Comparison of performance in anaerobic and aerobic processes (Chan et al., 2009) Feature Organic removal efficiency Effluent quality Sludge production Nutrient requirement Energy requirement Temperature sensitivity Bioenergy and nutrient recovery Mode of treatment Anaerobic High Moderate to poor Low Low Low to moderate High Yes Requirement of pretreatment Aerobic High Excellent High High High Low No Total FACTORS INFLUENCING BIODEGRADATION The effectiveness of a biodegradation process will be influenced by several factors such as: Aqueous solubility of pollutants: The hydrophobic character of many pollutants like PAHs, PCBs or pesticides hinders their bioavailability, which makes them more resistant to biological or chemical breakdown (Semple et al., 2003). In these cases, the use of surface- 2-9 2.-Biological methods to remove pollutants active agents (surfactants) may solve this problem by allowing a linkage between the hydrophobic pollutant and the water molecules (Makkar & Rockne, 2003). Temperature: temperature has a relevant influence on the microbial growth kinetics and the solubility of gases, nutrients and contaminants. Although the solubility of nutrients and contaminants is usually higher at elevated temperature, oxygen solubility is lower, which will reduce the metabolic activity of aerobic microorganisms. Therefore, a compromise must be reached. pH: as for the temperature, pH is also a crucial variable to be considered. For instance, when biodegradation occurs “in situ”, leaching of rubble will increase the pH, resulting in lower bioremediation yields. On the other hand, the oxidation of other materials like coal will create an acidic environment by the release and oxidation of sulphides, which may also hinder the achievement of high remediation efficiencies. Therefore, it is a common practice to adjust the pH at these sites, for example by the addition of lime (Alexander, 1995). Nutrient availability: Growth and reproduction of microorganisms are directly related to nutrient availability, so an excess or deficiency in nutrient load may in fact inhibit microbial metabolism. In some cases, biodegradation of pollutants is produced under nutrient deficient conditions (Bogan et al., 1996). Microbial communities: Pollutant-tolerant members within communities determine the rate of degradation. Redox potential, oxygen availability, auxiliary (co)-substrates and co-contaminants are other factors that can be directly related with an enhancement or failure of biodegradation. Accordingly, the success of biodegradation processes does not exclusively depend on the finding of a suitable microbial strain for the remediation, but it is also influenced by the physical properties of the pollutants and the operating conditions at which the bioremediation process is carried out. Generally speaking, biodegradation using a pure strain does not represent the actual behaviour of microorganisms during bioremediation in natural sites, because this process depends on cooperative metabolic activities of mixed microbial populations (Janbandhu & Fulekar, 2011), and the synergies provided by different species (Zengler et al., 1999). Although biodegradation is an environmentally friendly methodology for the treatment of polluted sites, new xenobiotic compounds called “emerging pollutants” such as drugs, personal care products, or ionic liquids would require the implementation of other strategies such as bioaugmentation, biostimulation or the use of enzymes or genetically modified microorganisms (El Fantroussi & Agathos, 2005; Nikolopoulou & Kalogerakis, 2009; Anga et al., 2005). These strategies may improve the initial results of remediation but they cannot be considered a panacea as other factors have to be considered like the adaptation of the inoculated microorganisms, lack of 2-10 2.-Biological methods to remove pollutants substrate, competition between autochthonous and allochtonous microorganisms, use of organic substrates other than the pollutant itself, predation or presence of bacteriophages (Goldstein et al., 1985). Therefore, acclimation is an option to be considered for achieving effective biodegradation of persistent chemicals. In this sense, the use of microorganisms from extreme environments can be a viable start point to implement an efficient bioremediation strategy (de Carvalho et al., 2009; Singer et al., 2005). 2-11 2.-Biological methods to remove pollutants 2.3 MATERIALS AND METHODS 2.3.1 CHEMICALS The ionic liquids 1-ethyl-3-methylimidazolium ethylsulfate C2C1imC2SO4 (>99%) and 1-ethyl-3methylimidazolium methylsulfate C2C1imC1SO4 (>99%) were purchased from IoLiTec. 1-ethyl-3methypyridinium ethylsulfate C2PyC2SO4 (>99%) was supplied by Merck. Tributylmethyl phosphonium methylsulfate P4441C1SO4 (>97%) was kindly donated by CYTEC industries. All of them were subjected to vacuum (P = 2·10−1 Pa) and moderate temperature (T = 343.15 K) for several days to remove possible traces of solvents and moisture, always prior to their use. These compounds were kept in bottles under inert atmosphere until use, and their molecular structures are illustrated in Figure 2.2. The dyes RB5 and AB48 and the PAHs PHE, PYR and BaA (purity higher than 99%) used in the bioremediation experiments were purchased from Sigma Aldrich, and their structure and main characteristics are shown in Table 2.3. The same supplier provided the non-ionic surfactant Tween 80, benzyl benzoate, salts of the medium and chloroform. Glucose was purchased from Scharlau, and HCl and hexane were supplied by Prolabo. C2Py + + C2C1im P4441 - C1SO4 Figure 2.2. Structure of the ionic liquids used 2-12 - C2SO4 + 2.-Biological methods to remove pollutants Table 2.3. Pollutants used for biological treatment. Compound Abbreviation Phenanthrene PHE Pyrene PYR Benzo[a]anthracene BaA Reactive Black 5 RB5 Acid Black 48 AB48 Structure 2.3.2 CULTURE MEDIUM AND MICROORGANISMS The composition of the Mineral Medium (MM) and Rich Medium (RM) used for the selected microorganisms (Pseudomonas stutzeri CECT 930, acclimatized Ps. stutzeri, consortium C26b, Staphylococcus warneri, Thermus thermophilus HB27, Anoxybacillus flavithermus, Shewanella oneidensis, Phanerochaete chrysosporium BKM-F-1767 (ATCC 24725), Trametes versicolor, Halobacterium salinarum) is presented in Table 2.4. Different concentrations of glucose and Tween 80 were included in the culture medium as carbon source and solubilizing agent, respectively, for the biotreatment of dyes and PAHs simultaneously. 2-13 2.-Biological methods to remove pollutants Table 2.4. Composition of mineral and rich media used Mineral Medium (MM) Rich Medium (RM) P.s., C26b Chemical -1 Conc. (g·L ) T.t., A.f., St. w. S.o. P.c., T.v. H. s. -1 Chemical Conc. (g·L ) Na2HPO4∙2H2O 6.8 Yeast extract 2.0 4.0 - - - MgSO4∙7H2O 0.5 Casein peptone 5.0 8.0 - - 10.0 Meat extract 1.0 - - - - CaCl2 0.015 NaCl 0.5 Tryptone - - 17.0 - - CuSO4 0.4 Soy peptone - - 3.0 - - NH4Cl 1.0 Malt extract - - - 20.0 - KH2PO4 3.0 Mycopeptone - - - 1.0 - -3 KI 10 H3BO3 MnSO4∙H2O ZnSO4∙7H2O FeCl3∙6H2O Glucose CaCl2 - - - - 0.2 5.0·10 -3 KH2PO4 - - 2.5 - - 4.0·10 -3 NaCl 5.0 3.0 5.0 - 250.0 4.0·10 -3 MgSO4·7H2O - - - - 20.0 2.0·10 -3 MnCl2 - - - - 0.218 FeCl2 - - - - 3.58·10 Glucose - - 2.5 10.0 - 10.0 -3 P.s.: Ps. stutzeri; C26b: consortium C26b; St. w.: S. warneri; T.t. T. thermophilus HB27; A. f.: A. flavithermus; S.o.: S. oneidensis; P.c.: P. chrysosporium; T.v.: T. versicolor; H.s.: H. salinarum. The pH of the medium was adjusted according to the optimum values for each microorganism, namely: P. chrysosporium, Tr. versicolor, consortium C26b, St. warneri, H. salinarum, Ps. stutzeri CECT 930 and acclimatized Ps. stutzeri pH 7.2, S. oneidensis pH 7, T. thermophilus HB27 and A. flavithermus pH 7.5. All the liquid media were sterilized by autoclaving at 394 K for 20 min. The inocula were obtained by cultivating the microorganisms in 250 mLErlenmeyer flasks capped with cellulose stoppers, containing the corresponding culture media. They were cultivated at 310 K for the mesophiles, 333 K for A. flavithermus and 343 K for T. thermophilus HB27. After the stationary phase was reached, the biomass was separated by centrifugation at 5.000 g for 10 min, at 277 K. The humidity was removed by vacuum drying and the dried cells (pellets) were stored at 253 K in Eppendorf tubes. 2.3.3 MICROBIAL ACCLIMATION A stirred tank bioreactor (Biostat B, Sartorius, Germany) was used for microbial acclimation and it consisted of a 5 L-jacketed glass vessel, filled with 3 L of MM. 0.2 mM of [C2C1im][C2SO4] was added together with 10 g·L-1 of Tween 80 (polyethoxylated sorbitan oleate) as carbon source. The 2-14 2.-Biological methods to remove pollutants temperature was maintained at 310 K by circulation of thermostated water, and the pH was adjusted to 7.2. The bioreactor was inoculated with actively growing cells of Ps. stutzeri from 24 h flask cultures (3% v/v). Air was supplied continuously at 0.17 vvm and the agitation was set at 200 rpm. The bioreactor was operated for two months. 2.3.4 EFFECT OF IONIC LIQUIDS ON MICROORGANISMS Two different media were used for investigating the effect of the three selected ionic liquid families: MM and RM with compositions detailed beforehand. The cultures were carried out in 96 well plates containing different concentrations of ionic liquids (ranging from 0.005 M to 1.5 M). The Minimal Lethal Concentration (MLC) was ascertained by inoculating plates without the ionic liquid pressure. 2.3.5 BIOPOLYMER PRODUCTION The adapted Ps. stutzeri was cultured in 250 mL-Erlenmeyer flasks containing 50 mL of MM. After 48 h, maximum biopolymer concentration was detected. Therefore, the culture medium was centrifuged at 9300 g and 277 K to separate the cells. The supernatant was reserved for biopolymer recovery. Afterwards, a mixture containing the supernatant and ethanol in a 1:2 ratio was kept at 277 K for 2 h and then centrifuged at 9300 g and 277 K. 2.3.6 DYE AND PAH BIOTREATMENT AT DIFFERENT SCALES OPERATION AT FLASK SCALE The biotreatment at small scale was carried out in 250 mL-Erlenmeyer flasks with 50 mL of MM. The pH was initially adjusted to 7.2 and 7.0 for dyes and PAHs, respectively. The MM without dyes and PAHs was autoclaved at 394 K for 20 min. The chemicals were sterilized by filtration through a 20 µm filter prior to the addition to the autoclaved medium in order to avoid any possible alteration of their chemical structure. The flasks were inoculated (3% v/v) with previously obtained cell pellets of the adapted Ps. stutzeri, which were then incubated in an orbital shaker (Thermo Fisher Scientific 496) at 310K and 150 rpm. 2-15 2.-Biological methods to remove pollutants OPERATION AT BIOREACTOR SCALE A 2-L stirred tank bioreactor (BIOSTAT®B-MO) was used for the scaling up of the process. Temperature was maintained at 310K by circulation of thermostated water. The agitation rate was optimized, as stated in the Results and Discussion section. Firstly, cells were grown for 12 h in flask cultures (3% v/v) and subsequently used to inoculate it. Air was supplied continuously at 0.17 vvm. 2.3.7 ANALYTICAL METHODS BIOPOLYMER CHARACTERIZATION The biopolymer composition was ascertained after a preliminary acid hydrolysis step, followed by the injection in an HPLC (Agilent 1100) equipped with a RI (refractive index) detector. Composition determination was carried out by direct comparison with standards such as glucose, fructose, sucrose, maltose and rhamnose. MICROSCOPY ANALYSIS Scanning electron microscopy (SEM) images were taken in a FEI-Quanta 200 environmental scanning electron micro-scope using an accelerating voltage of 15 kV (Electron Microscopy Service, C.A.C.T.I., University of Vigo). BIOMASS DETERMINATION Cells were harvested by centrifugation (10 min, 9300 g, and 277K), and the supernatant was reserved for pollutant remediation analysis. Biomass concentration was measured by turbidimetry at 600 nm in a UV-vis spectrophotometer (UV-630 Jasco), and the obtained-values were converted to grams of cell dry weight per litre using a calibration curve as is plotted in the Figure 2.3. 0.8 Dry weight (g L-1) 0.6 0.4 0.2 0.0 0.0 0.4 0.8 1.2 1.6 Absorbance (600nm) -1 2 Figure 2.3. Biomass concentration for adapted Ps. stutzeri (Biomass (g·L ) = 0.5663·Absorbance - 0.0401, R = 0.996) 2-16 2.-Biological methods to remove pollutants DYES DECOLOURISATION Dye concentrations (both independently and mixed) in the culture media were analysed by UV-vis spectrophotometry taking into account wavelength in which the absorbance is the maxima obtained for each dye (597 nm for RB5, 663nm for AB48 and from 547 to 713 nm for mixture of dyes, calculated by measuring the area under the plot). Decolourisation (D) was expressed in terms of percentage units by using the expression 𝐷(% 𝑟𝑒𝑚𝑜𝑣𝑎𝑙) = (𝐼𝑖 − 𝐼𝑓 ) ∙ 100/𝐼𝑖 (2.1) where Ii and If are initial and final concentration of the dye solution, respectively. Each decolourisation value was the mean of two parallel experiments. Abiotic controls were always included. The assays were done in duplicate, and the experimental error was less than 3%. ADSORPTION TEST PAHs biosorption over the biomass was determined as follows. 50 mL of culture medium were taken and centrifuged for 10 min at 5900 g and 277 K. The supernatant was withdrawn and biomass was freeze-dried during 4 h at 233 K and 7.9·10-5 atm using a TelStarCryodes. Afterwards, 10 mL of hexane were added and ultrasounds were applied (Bransonic 3510) for 30 min. Again, the sample was centrifuged for 10 min and 100 µL of supernatant were taken into a vial, where 10 µL of Internal Standard (IS) were added. Samples were analysed by GC-MS as explained later on. PAHS AND INTERMEDIATES DETERMINATION The standards were prepared adding 10 µL of internal standard (IS) of Benzyl benzoate (20 ppm) to PAHs concentration of PAHs from 0 to 5 ppm (0, 0.1, 0.2, 0.5, 1, 2, 5). The calibration curves were obtained by plotting the different PAHs concentrations front (PAHs Area/IS Area). The values of the fitting parameters and regression coefficients are shown in Table 2.5. Table 2.5. Fitting parameters and regression coefficients. PAHs 2 Equation R -1 0.999 -1 0.999 -1 0.999 PHE (PHE Area/IS Area)= 2.5209·PHE (mg·L ) + 0.0326 PYR (PYR Area/IS Area)= 1.9569·PYR (mg·L ) + 0.0118 BaA (BaA Area/IS Area)= 0.9457·BaA (mg·L ) + 0.0488 2-17 2.-Biological methods to remove pollutants Aliquots (1 mL) of supernatant were added over 0.8 g of MgSO4·7H2O following 0.1 mL of HCl 1 M and 1 mL of hexane. They were shaken for 1 h and an aliquot of 100 µL was collected from the organic phase and 10 µL of internal standard (benzyl benzoate) were added. PAHs concentration in supernatant was analysed by using an Agilent GC 6850 gas chromatograph equipped with a HP-5MS column (30 m x 0.25 mm; 0.25 µm, Agilent), operating with hydrogen as carrier gas, and coupled to an Agilent MSD 5975C mass spectrometer. Injections (1 µL) of samples were made up in split mode (10:1); GC oven was programmed under the following conditions: 323 K for 4 min and 283 K·min-1 to 553 K for 10 min. The mass spectrometer was operated in SIM mode. Intermediates were detected by adding 25 mL of chloroform to 250 mL of supernatant and the pH was adjusted to 2 in order to favour the extraction of intermediates formed during the biodegradation process. The water content in the organic phase was removed by addition of anhydrous sodium sulphate and subsequently filtered. The sample was then introduced in a rotatory vacuum concentrator (RVC 2-25 CCHRIST/CHRIST CF04-50 SR), and the residue was dissolved in chloroform. The same gas chromatograph equipment served our goal to detect the intermediate metabolites, and 1 µL-injection of the samples was made up in split mode (2:1); GC oven was programmed under the following conditions: 323K for 278K min, then 278K·min-1 to 553K. The mass spectrometer was operated in SCAN mode. 2.3.8 STATISTICAL DESIGN The statistical design was analysed through the ANalysis Of VAriance (ANOVA) by using Design Expert® 9.0.0 software (Stat-Ease Inc., Minneapolis, USA). A second order polynomial equation was applied to correlate the dependent and independent variables: Yi =x0 +x1 T+x2 pH+x3 agitation+x4 T∙pH+x5 T∙ agitation + x6 pH∙ agitation +x7 T 2 +x8 pH 2 +x9 agitation2 (2.2) where 𝑌𝑖 is the response variable (contaminant remediation) x0 is a constant, x1, x2 and x3 are the regression coefficients for linear effects; x4, x5 and x6 are the regression coefficients for interaction effects, and x7, x8 and x9 are the regression coefficients for quadratic effects, and T, pH and agitation are the independent variables. 2-18 2.-Biological methods to remove pollutants 2.4 RESULTS AND DISCUSSIONS 2.4.1 MICROBIAL ADAPTATION TO IONIC LIQUIDS The hunt for novel bacterial strains and/or engineered existing strains displaying high tolerance under ionic liquid pressure could be crucial to implement future successful bioremediation processes of emerging recalcitrant compounds.. Preliminary data (Deive et al., 2011) allowed concluding that the environmental pressure caused by high petroleum hydrocarbon load and, to a lesser extent, by high-salinity in soil, augmented the microbial capacity to actively grow or to survive short or long periods of exposure to ionic liquids. Following this line, several commercial families of ionic liquids made up by imidazolium, pyridinium and phosphonium cations and sulphate anion have been proposed to select the most promising microbial strain in terms of ionic liquid endurance. Considering the basic definition of ionic liquids as molten salts it makes sense to test the response of marine bacteria like S. oneidensis and H. salinarum as representative halotolerant microorganisms. In relation to the ionic liquids role as organic compounds, St. warneri, Ps. stutzeri, and Consortium C26b are also interesting since they are bacteria commonly found in industrial polluted areas (Moscoso et al., 2012a; Moscoso et al., 2012b). Moreover, thermophilic microorganisms are getting increasing attention in biotechnology due to the fact that their enzymes are better suited to operate under harsh industrial processes. For this reason, A. flavithermus and T. thermophilus HB27 were chosen as representative thermophiles to analyse their tolerance to the presence of ionic liquids. Finally, two white-rot fungi with demonstrated capacity to degrade persistent contaminants were also included in this initial screening: P. chrysosporium and Tr. versicolor. Their growth curves in the absence of ionic liquids are shown in Figure 2.4 and Figure 2.5. 2-19 2.-Biological methods to remove pollutants Adapted Pseudomonas stutzeri Pseudomonas stutzeri 1.2 0.9 0.9 0.6 0.6 0.3 0.3 0.0 0 2 4 Staphylococcus 6 8 warneri 0 2 Shewanella oneidensis 6 8 4 0.0 0.9 0.9 0.6 0.6 0.3 0.3 0.0 0 2 4 6 Consortium C26b0 8 0.0 2 4 6 8 10 Days X Data 0.9 0.6 0.3 0.0 0 2 4 6 8 10 Days Figure 2.4. Microbial growth in the absence of ionic liquid in RM (∆) and MM (○) of Ps. stutzeri, adapted Ps. stutzeri, St. warneri, S. oneidensis and Consortium C26b 2-20 Absorbance Absorbance 1.2 2.-Biological methods to remove pollutants 1.2 1.2 Anoxybacillus flavithermus Thermus thermophilus Absorbance 0.6 0.6 Absorbance 0.9 0.9 0.3 0.3 0.0 0.0 0 2 Phanerochaete chrycosporium 4 6 8 0 2 6Trametes 8versicolor 4 0.9 0.9 0.6 0.6 0.3 0.3 0.0 0 2 4 Halobacterium salinarum0 6 8 0.0 2 4 Days 6 8 10 0.9 0.6 0.3 0.0 0 2 4 6 8 10 Days Figure 2.5. Microbial growth in the absence of ionic liquid in RM of T. thermophilus, A. flavithermus, Tr. versicolor, P. chrysosporium and H. salinarum The ionic liquids toxicity was evaluated by means of their minimal lethal concentration (MLC), through microorganisms cultivation in 96-well plates in MM supplemented with glucose as carbon source (10 g·L-1) at ionic liquids concentrations of 0.005, 0.010, 0.025, 0.05, 0.1, 0.2, 0.5, 1.0, and 1.5 M. The microbial growth was monitored by UV spectrometry at 600 nm. The analysis of the MLC data (Table 2.6) confirmed that the microbial agents obtained from polluted locations (Ps. stutzeri, St. warneri and Consortium C26b) and the marine bacteria (S. oneidensis) show a higher resistance to thrive under the pressure of these neoteric solvents. The hypothesis that both 2-21 2.-Biological methods to remove pollutants hydrocarbon load and salinity could improve the possibilities of survival is thus confirmed, in agreement with previous findings (Deive et al., 2011). The analysis of the selected cations in terms of toxicity reveals that phosphonium is the one leading to a greater lethal effect. The information coming from the literature about the hazards of this family is still scarce and not conclusive, although the initial data provided by Coutinho and coworkers allow confirming these results (Ventura et al., 2012). In relation to the anion, a slightly higher toxicity of the C1SO4 is observed. This seems to contradict the statement that a longer alkyl chains lead to higher toxicity (Markiewicz et al., 2013). Nonetheless, it should be noted that the first member of a family is usually an outlier, so that could explain this behaviour Table 2.6. MLC values of the selected microorganisms under the pressure of different ionic liquids. Grey colour shows growth in the tested range and white colour indicates no growth. MLC Ps. stutzeri adapted Ps. stutzeri S. oneidensis St. warneri Consortium C26b C2PyC2SO4 C2C1imC1SO4 0.1 M C2C1imC2SO4 0.1 M 25 mM 10 mM 0.1 M 1M P4441C1SO4 1M 25 mM H. salinarum P.chrysosporium T. versicolor T. thermophilus A. flavithermus The comparison of the MLC values obtained with relevant literature data reveals that both the microbial agents obtained from polluted and marine locations are highly resistant to the studied ionic liquids, since concentration levels up to 1 M are tolerated. These values are higher to those reported in literature (Pernak et al., 2003) for model bacteria and yeasts. Additionally, these microorganisms were able to survive at concentrations almost similar to those reported for the most biocompatible ionic liquids based on cholinium cations (Petkovic et al., 2009). It is necessary to highlight that Ps. stutzeri was the bacterium leading to the highest values of biomass under the pressure of ionic liquids. Therefore, this bacterium was selected as a viable candidate for an acclimation process. After two months in a lab-scale bioreactor in the presence of C2C1imC2SO4 (200 µM), under controlled agitation, aeration and temperature, the microbial biomass was collected to further investigate the existence of some kind of acclimation. The analysis of this strain revealed MLC levels one order of magnitude higher for imidazolium and pyridinium cations, and two-fold higher for phosphonium-based ionic liquid. Additionally, cell concentration data shown in Table 2.7 2-22 2.-Biological methods to remove pollutants and graphically represented in Figures. A.1 to A.8 (see annex), allow concluding higher values for the adapted Ps. stutzeri, no matter the culture medium used (both rich and mineral). This is advantageous because the use of a mineral medium is preferred to approach future studies of bioremediation. Table 2.7. Microbial growth of the selected microorganisms at maximum ionic liquid concentration in MM and RM. (-) no growth; (+) A600 = 0.1-0.4; (++) A600 = 0.4-0.6; (+++) A600 >0.6. P.s. P.s.a. S.o. St.w. C26b H.s. P.c. T.v. T.t. A.f. C2PyC2SO4 MM RM +++ ++ +++ +++ +++ +++ +++ ++ ++ ++ + + + + ++ C2C1imC1SO4 MM RM ++ ++ +++ +++ ++ +++ ++ +++ ++ ++ ++ ++ ++ + + C2C1imC2SO4 MM RM ++ ++ +++ +++ ++ +++ ++ +++ ++ +++ + +++ +++ + + P4441C1SO4 MM RM + + ++ ++ + ++ ++ +++ + ++ ++ + + ++ Hence, the results obtained suggest that acclimation is taking place, which can be due to a phenotypic and/or genetic change. In fact, it was demonstrated that this bacterium possesses a remarkable adaptation capacity, since the presence of organic contaminants could trigger a permanent alteration at the gene level, by acquiring a nahH gene (responsible for encoding catechol 2,3 - dioxygenase) (Lalucat et al., 2006). Up to date, no information has appeared in the literature indicating the viability of ionic liquid adaptation of microorganisms. It is also interesting to notice that the adaptation of Ps. stutzeri to imidazolium-based ionic liquids involved and acquired resistance to the stress of other commercially available ionic liquid families. Notwithstanding the fact that the specific mechanisms of toxicity are currently not wellunderstood, there are several research lines that point to different strategies to unravel the microbial response to the presence of ionic liquids, such as the modification of membrane permeability, enzyme detoxification, or the synthesis of metabolites allowing the entrapment of the contaminant, both extracellularly and intracellularly (Khudyakov et al., 2012). In this sense, the ionic effect related to the presence of the ionic liquid in aqueous solutions should also be taken into account, since it could promote the observed microbial toxicity (Petkovic et al., 2011). In this particular case, it becomes patent that the adaptation entails a clear visual change in the culture broth, as illustrated in Figure 2.6. 2-23 2.-Biological methods to remove pollutants Aqueous medium Biopolymer Biomass Figure 2.6. Visual aspect of Ps. stutzeri wild (left) and adapted (right) in the presence of ionic liquid The formation of a biopolymer after 24 h of cultivation of the adapted Ps. stutzeri is evident. This response has been found to be one of the ways to protect the microbial communities from environmental stresses (Flemming & Wingender, 2001). In this particular case, the obtained biopolymer turned out to be a polysaccharide mainly composed of glucose, as elucidated from HPLC analysis (see Figure.2.7). 60000 Fructose Glucose 50000 40000 30000 20000 10000 0 0 -10000 1 2 3 4 5 6 7 8 9 10 Time (min) Figure 2.7. HPLC chromatogram of the hydrolysed biopolymer (blue) and standard of conventional oligosaccharides (green) 2-24 2.-Biological methods to remove pollutants Thus, the flexible nature of prokaryotic gene expression conferred a greater acclimation to the presence of different families of ionic liquids, by means of exopolysaccharide synthesis. The analysis of the wild strain of Ps. stutzeri and that adapted to the presence of ionic liquids by means of SEM microscopy makes it evident the presence of this polymer entrapping bacterial cells (Figure 2.8). Figure 2.8. SEM images of wild (left) and ionic liquids-adapted (right) Ps. stutzeri It should be noted that the polysaccharide expression is maintained even though the ionic liquid is removed from the media, which points to an alteration at the gene level. Therefore, further investigation of a global bacterial response at the transcriptome level could shed light on the understanding of the adaptation strategies followed by microorganisms to the presence of these emerging neoteric contaminants, and must be unavoidably tackled in future works. The synthesis of biopolysaccharides also confers special advantages for the formation of biofilms, which allow a higher withstanding to nutrient deprivation, pH changes, or contaminants charge swings (Koutinas et al., 2006; Koutinas et al., 2007). Thus, the presence of these biopolymers could be beneficial for biosorption, bioaccumulation or biomineralization strategies (Singh et al., 2006) of different kinds of organic contaminants 2.4.2 DYES REMOVAL BY IONIC LIQUID-ADAPTED PSEUDOMONAS STRAIN The outstanding capacity of Ps. stutzeri to be used as a remediation agent in different kind of recalcitrant contaminants, going from pure organic compounds like PAHs to hybrid chemicals like organophosphate pesticides, has been stressed in previous research works of our group (Moscoso et al., 2012b; Moscoso et al., 2013). Therefore, taking into account the adaptation capacity of this 2-25 2.-Biological methods to remove pollutants bacterium demonstrated in the last section, its potential for removing pollutants such as anthraquinone and azo dyes has been ascertained. DYES BIOTREATMENT BY IONIC LIQUID-ADAPTED PS. STUTZERI AT FLASK SCALE The appropriateness of Ps. stutzeri for the biological decolourisation of an aqueous stream containing two reactive dyes such as RB5 and AB48 (both independently and mixed) was firstly checked at shaken flasks scale. One of the decisive challenges to be faced when designing a pointsource treatment technology is the existence of sudden changes in the dye concentration profiles released by industries. Actually, these variations may drastically alter the outcomes of the biological treatment, by inhibiting the microbial activity. Therefore, as dye concentrations detected in aqueous effluents from textile industry usually range from 0.01 to 0.20 g·L-1(Pandey et al., 2007), the influence of this parameter in the biological decolourisation was checked for both model dyes, and the results obtained are presented in Figure 2.9. 100 Decolourisation (%) 90 80 70 60 50 0.00 0.05 0.10 0.15 0.20 0.25 -1 Dye concentration (g ·L ) Figure 2.9. Decolourisation of AB48 (□) and RB5 (○) by adapted Ps. stutzeri in shaken flasks The results obtained evidence a great decolourisation efficiency for both dyes (>50%) no matter the concentration used, which is promising since the strain non adapted to ionic liquids did not show any remediation capacity. In this sense, it becomes patent that the operation at concentration values between 0.03 and 0.06 g·L-1 entails very high levels of dye remediation, up to 90% (Figure 2.10). Therefore, the operation at industrial scale should consider the dilution of the effluent to yield maximum values of dye removal. 2-26 2.-Biological methods to remove pollutants Figure 2.10. Colour removal capacity of adapted Ps. stutzeri of RB5 (on the left) and AB48 (on the right) at 0.04 g·L -1 Additionally, the monitoring of biomass production and decolourisation levels (Figure 2.11) during bioremediation experiments at the optimum concentration (0.04 g·L-1) for AB48, RB5 and the mixture reveals that the stationary phase of growth is reached in less than one day of treatment both for individual dyes and the mixture. On the other hand, it becomes patent the ionic liquid-adapted Ps. stutzeri display the highest decolourisation potential within 48 h, reaching levels over 75%, which points out the interest of ionic liquids adaptation as a strategy to get more versatile microbial remediation agents. In this vein, the comparison with literature data allows concluding the suitability of this modified strain, since the remediation medium used is a synthetic one (with salts and glucose), contrarily to the fact reported by other authors (Deive et al., 2010; Barragan et al., 2007). They established the necessity of adding complex organic sources such as peptone or yeast extract to treat a dye-polluted effluent to yield similar decolourisation values, which is disadvantageous to ease process modelling and simulation or to carry out fundamental kinetic studies. 2-27 2.-Biological methods to remove pollutants 15 100 A 12 9 50 6 Decolourisation (%) -1 Cell Concentration (g L ) 75 25 3 0 0 B 12 75 9 50 6 25 3 0 0 C 12 75 9 50 6 25 3 0 0 0 20 40 60 80 Time (h) Figure 2.11. Monitoring of cell growth (○) and decolourisation (∆) by ionic liquid-adapted Ps. stutzeri in aqueous effluents polluted with: A) AB48, B) RB5, and C) mixture of dyes, at flask scale. Experimental data are represented by symbols and solid lines are used for the proposed theoretical models 2-28 2.-Biological methods to remove pollutants DYES BIOTREATMENT BY IONIC LIQUID-ADAPTED PS. STUTZERI AT BENCH SCALE BIOREACTOR Once the suitability of this adapted bacterium was demonstrated at flask scale, it is necessary to check its viability when operating at higher scale. In this sense, the feasibility of the operation in bioreactor entails many considerations like a suitable mass transfer or optimum operating conditions enabling an efficient removal of the dye mixture. The viability of this scale-up was assessed by monitoring the biomass and decolourisation capacity in a stirred tank bioreactor, and 100 12 80 9 60 6 40 3 20 0 Decolourisation (%) 15 -1 Cell concentration (g L ) the results obtained are shown in Figure 2.12. 0 0 20 40 60 80 100 Time (h) Figure 2.12. Monitoring of cell growth (○) and decolourisation (∆) by ionic liquid-adapted Ps. stutzeri in aqueous effluents polluted with a mixture of dyes at bench scale bioreactor (310 K, 200 rpm, 0.17 vvm). Experimental data are represented by symbols and solid lines are used for the proposed theoretical models A visual inspection of the experimental data allows detecting an improvement both in the remediation values and in the times required to reach the maximum, which is an important advantage when implementing this biotreatment at industrial scale. In this sense, it is outstanding that about 80% of decolourisation is recorded after less than one day. Although this kind of bioreactor configuration entails advantages like an efficient control of aeration and agitation, separately, sometimes some degree of mechanic stress could be inflicted by the impeller. However, it seems evident that no important cell damage is recorded, since a very slight decrease in the biomass concentration values is observed. After demonstrating the suitability of the operation at bioreactor scale, the elucidation of the characteristics of the remediation process was approached. The reason for the elevated 2-29 2.-Biological methods to remove pollutants percentages of decolourisation can be linked with the nature of the remediation process. In this sense, the production of a biopolymer by this strain once adapted to the presence of ionic liquids promoted dye biosorption on the biomass. Additionally, a drastic decrease in pH values was recorded (from 7.2 to 4.5), which can also help to increase the dye removal. Hence, the improvement in dyes biosorption may be explained in terms of the electrostatic interactions between the biomass and the dye structure (Savin & Butnaru, 2008). More specifically, the nitrogen-containing functional groups in proteins and biomass will be easily protonated under acidic conditions, thus leading to a net positive charge and consequently furthering an electrostatic attraction with the negatively charged dye anions. This electrostatic behaviour has been considered to be the primary mechanism concluded for the biosorption of different dyes (O`Mahony et al., 2002; Bidisha et al., 2006). Additionally, given the biosorptive nature of dye decolourisation, the monitoring of the UVvisible spectra must be tackled in order to demonstrate the absence of dye in the biotreated effluent (Figure 2.13). 1.0 Absorbance 0.8 0.6 0.4 0.2 0.0 300 400 500 600 700 800 900 Wavelengh (nm) Figure 2.13. UV visible spectra of untreated (solid line) and biotreated (dashed line) effluents polluted with a mixture of AB48 and RB5 The results shown in the figure underscore the suitability of the proposed adapted Ps. stutzeri, since the absence of the characteristic band for the dye mixture is detected once the stationary phase of the decolourisation process is reached. 2-30 2.-Biological methods to remove pollutants MODELLING EXPERIMENTAL DATA The technical implementation of the proposed process at industrial scale requires a deeper knowledge of the biotreatment kinetics. One of the useful means to get a deeper insight into the biological process is the description of the quantitative relationship between the biomass and the dye decolourisation at a specific moment of the culture time t (h). A logistic model has been proposed for the bioremediation of different contaminants (Moscoso et al., 2013a; Moscoso et al., 2012c; Deive et al., 2010). In this way, the biomass and the remediation percentage can be defined on the basis of the initial and maximum biomass and remediation rate as follows: X= Xmax Xmax [ln( - 1)]-μm t X0 1+e D = (2.3) Dmax Dmax [ln( - 1)] - 𝜇D t D0 1+e (2.4) where X and D are the biomass (g·L-1) and pollutant remediation (%), X0 and D0 are the initial biomass and remediation, Xmax (g·L-1) and Dmax are the maximum biomass and pollutant removal, and µm and µD are the maximum specific growth rate and maximum specific remediation rate (h-1). The fitting of experimental data to the proposed model was carried out by using the SOLVER function in Microsoft EXCEL, by minimising the standard deviation, calculated as follows: 2 n ∑i DAT(zexp -ztheor ) 𝜎=( nDAT 1/2 ) (2.5) being zexp and ztheor the experimental and theoretical data, respectively and nDAT is the number of experimental data. The experimental data were adequately fitted to the proposed model, as can be concluded in the light of the regression coefficients listed in Table 2.8. The goodness of the fitting is reflected in Figures 2.11 and 2.12, where the theoretical data are presented as solid lines. 2-31 2.-Biological methods to remove pollutants Table 2.8. Parameters of the logistic model to characterize the kinetic growth and dye decolourisation of ionic liquids-adapted Ps. stutzeri at flask and bioreactor scale. Dye -1 X0(g·L ) -1 Xmax(g·L ) -1 2 µmax(h ) R Flask scale RB5 0.09 6.40 0.39 0.98 0.35 AB48 0.14 6.29 0.41 0.99 0.23 RB5+AB48 0.06 6.76 0.44 0.98 0.40 0.55 0.99 0.26 Bioreactor scale RB5+AB48 0.31 D0(%) 5.48 Dmax(%) -1 2 µD(h ) R Flask scale RB5 0.11 72.43 0.31 0.98 5.05 AB48 0.17 92.71 0.29 0.99 2.82 RB5+AB48 0.06 77.05 0.28 0.99 2.67 0.31 0.99 2.43 Bioreactor scale RB5+AB48 0.78 86.62 The analysis of the parameters confirms previous conclusions, since slightly lower maximum biomass levels are obtained at bioreactor scale, and the maximum decolourisation percentages are 10% higher at greater scale for the dyes mixture. Additionally, it can be remarked that the maximum specific growth rate obtained at bioreactor scale is 25% higher than that existing in shaken flasks, probably due to the increased mass transfer provided by the mechanic agitation. The same trend is concluded when comparing the maximum specific decolourisation rate, as it increases by 11% when operating in stirred tank bioreactor. It is outstanding that the values obtained are in the same order of magnitude than those reported for other microbial agents (Deive et al., 2010). 2.4.3 SIMULTANEOUS BIOTREATMENT OF PAHS AND DYES BY IONIC LIQUID- ADAPTED P. STRAIN Over the last years, one of the sectors causing great environmental concerns is the leather and textile industry, since they generate a variety of pollutants ranging from surfactants, heavy metals, alkalis, and dyes to PAHs (Li et al., 2010). The importance of the latter two kinds of contaminants has been underscored by current international environmental legislation (USEPA, 2-32 2.-Biological methods to remove pollutants 2008; EU-EEB, 2005) due to the fact that they unleash carcinogenic, mutagenic and toxic effects, and are considered to bear a great recalcitrance (Simarro et al., 2011; Haritash & Kaushik, 2009; Bae & Freeman, 2007; Zaharia & Suteu, 2013). Albeit research works have mainly focused on the treatment of a mixture of PAHs or dyes independently (Moscoso et al., 2012a; Álvarez et al., 2013), a lack of knowledge is detected in the finding of suitable strategies to remediate all the contaminants when present together in the same effluent. Attending to these requirements, considering the pollutant charge of textile and leather waste effluents, three model PAHs of low (PHE) and high molecular weight (PYR, and BaA) and RB5 (based on the promising results mentioned beforehand) have been cherry-picked. Moreover, these data will be employed to simulate the process to be implemented as a one-step biotreatment strategy. OPTIMIZATION OF MEDIUM AND TREATMENT CONDITIONS The first point to be addressed is to find a suitable biotreatment medium allowing the solubilisation of the hydrophobic contaminants (PAHs) and without negatively interfering in the bioremediation of the hydrophilic pollutant (RB5). As previously demonstrated in section 2.4.1, the acclimation of a Ps. stutzeri strain widened the proved versatility of this microbial strain for the remediation of different kinds of pollutants (Moscoso et al., 2012a; Moscoso et al., 2012c, Moscoso et al., 2013a). The reason for this underlies in the secretion of a biopolymer that helps to increase its potential for the biotreatment of dyes by means of adsorption phenomena. Nevertheless, the addition of a non-ionic surfactant to the biotreatment medium may be a double edged sword, as it assists in increasing hydrophobic contaminants bioavailability but may solubilize the synthesized exopolysaccharide, thus hindering dye removal. As Tween 80 and glucose may act as carbon source in cultures of Ps. stutzeri, as previously reported (Moscoso et al., 2012b; Álvarez et al., 2015), the combination of different concentrations of both compounds may be crucial to reach a compromise between PAH bioavailability and exopolysaccharide solubilisation. Since 10 g·L-1 is the carbon source concentration leading to the highest levels of biomass, declining concentrations of Tween 80 were combined with growing compositions of glucose ([Glucose], [Tween 80] in g·L-1 = (0.0,10), (2.5, 7.5), (5.0, 5.0 ), (7.5, 2.5), (9.0, 1.0) and (9.9, 0.1)), and the data are presented in Figure 2.14. These data evidence the existence of an optimum ratio (9.0, 1.0), as the PAHs are completely solubilized while the decolourisation of the azo dye RB5 overtook 60%. 2-33 100 100 80 80 60 60 40 40 20 20 0 PAHs solubilisation (%) Dye decolourisation (%) 2.-Biological methods to remove pollutants 0 0 2 4 6 8 10 2 0 -1 Tween concentration (g·L ) 10 8 6 4 -1 Glucose concentration (g·L ) Figure 2.14. PAHs solubilization () and RB5 removal () for different concentrations of glucose and Tween 80 Once this ratio was chosen, Response Surface Methodology (RSM) based on a central composite face-centred design was applied to optimize the contaminants degradation when using temperature, pH and agitation as independent variables. The operation range was defined after a previous screening, and the designed experimental 34 runs (including five replicates of the central point to evaluate the reliability of the data) are presented in Table 2.9 together with the bioremediation percentages. The analysis of the statistical parameters shown in Table 2.10 demonstrates that a quadratic model is significant (P<0.0001) for a suitable description of the 4 responses under study (RB5, PHE, PYR and BaA removal). 2-34 2.-Biological methods to remove pollutants Table 2.9. Experimental conditions and remediation results of the CCF for RB5, PHE, PYR and BaA removal. Removal (%) Run T (ºC) pH Agitation (rpm) RB5 PHE PYR BaA 1 37.5 5.5 100 63.3 10.1 0 29.9 2 32.5 6.5 150 72.0 50.4 39.2 79.2 3 27.5 7.5 200 0 93.7 96.0 98.0 4 32.5 7.5 150 13.4 94.3 94.8 97.3 5 32.5 6.5 100 72.3 28.0 14.0 62.3 6 27.5 5.5 200 57.7 23.0 12.4 64.1 7 37.5 5.5 200 64.9 16.0 0 45.3 8 32.5 7.5 150 16.6 95.6 95.1 97.9 9 27.5 5.5 100 81.1 0 0 59.5 10 37.5 5.5 200 61.8 17.1 0 45.5 11 27.5 7.5 100 0 47.4 60.7 85.4 12 27.5 6.5 150 47.8 38.7 23.6 71.1 13 37.5 6.5 150 82.9 71.5 57.6 86.3 14 37.5 7.5 100 85.0 73.0 70.8 86.9 15 37.5 7.5 200 32.2 95.2 94.6 97.6 16 37.5 6.5 150 83.0 72.6 64.7 86.1 17 37.5 5.5 100 63.6 18.6 0 35.3 18 32.5 6.5 150 71.2 47.2 36.9 79.1 19 27.5 7.5 200 0 94.6 95.7 97.7 20 32.5 6.5 200 74.4 59.5 46.6 80.1 21 32.5 6.5 150 69.2 46.0 30.9 76.7 22 32.5 6.5 150 69.7 53.2 43.1 79.0 23 27.5 7.5 100 0 50.6 63.8 86.1 24 32.5 6.5 200 75.9 61.7 46.9 81.1 25 32.5 6.5 100 72.1 29.5 15.4 69.3 26 32.5 6.5 150 71.6 48.8 38.1 79.2 27 37.5 7.5 100 85.5 66.0 63.2 83.3 28 32.5 6.5 150 69.5 49.6 37.0 67.8 29 27.5 6.5 150 48.0 35.7 19.5 70.3 30 32.5 5.5 150 77.8 35.0 26.0 60.3 31 27.5 5.5 100 80.2 0 0 63.0 32 32.5 5.5 150 73.3 38.6 27.2 69.6 33 37.5 7.5 200 39.7 95.4 95.1 97.7 34 27.5 5.5 200 54.7 20.0 10.0 60.0 2-35 2.-Biological methods to remove pollutants Table 2.10. ANOVA analysis CFC (A-Temperature; B-pH; C-Agitation). 2-36 Source Sum of Squares Model A B C AB AC BC 2 A 2 B 2 C Residual Lack of Fit Pure Error 22440.08 4271.96 8234.90 1009.48 4305.33 155.13 153.64 57.14 2934.86 138.66 2332.31 2270.67 61.63 Model A B C AB AC BC 2 A 2 B 2 C Residual Lack of Fit Pure Error 25982.91 867.11 19677.77 3202.47 37.73 372.01 556.13 52.77 352.40 920.34 1107.70 987.36 120.34 Model A B C AB AC BC 2 A 2 B 2 C Residual Lack of Fit Pure Error 33446.78 206.27 28425.05 2194.72 55.99 71.61 632.15 37.80 1506.81 944.44 1932.44 1780.00 152.44 Model A B C AB AC BC 2 A 2 B 2 C Residual Lack of Fit Pure Error 9661.91 189.48 7813.50 563.18 494.17 38.88 30.36 22.03 3.69 282.05 826.81 716.05 110.76 Mean Square RB5 2493.34 4271.96 8234.90 1009.48 4305.33 155.13 153.64 57.14 2934.86 138.66 97.18 454.13 3.24 PHE 2886.99 867.11 19677.77 3202.47 37.73 372.01 556.13 52.77 352.40 920.34 46.15 197.47 6.33 PYR 3716.31 206.27 28425.05 2194.72 55.99 71.61 632.15 37.80 1506.81 944.44 80.52 356.00 8.02 BaA 1073.55 189.48 7813.50 563.18 494.17 38.88 30.36 22.03 3.69 282.05 34.45 143.21 5.83 F Value P-value Prob > F 25.66 43.96 84.74 10.39 44.30 1.60 1.58 0.59 30.20 1.43 < 0.0001 < 0.0001 < 0.0001 0.0036 < 0.0001 0.2186 0.2207 0.4507 < 0.0001 0.2439 140.00 < 0.0001 62.55 18.79 426.35 69.39 0.82 8.06 12.05 1.14 7.64 19.94 < 0.0001 0.0002 < 0.0001 < 0.0001 0.3749 0.0091 0.0020 0.2956 0.0108 0.0002 31.18 < 0.0001 46.15 2.56 353.03 27.26 0.70 0.89 7.85 0.47 18.71 11.73 < 0.0001 0.1226 < 0.0001 < 0.0001 0.4126 0.3550 0.0099 0.4998 0.0002 0.0022 44.37 < 0.0001 31.16 5.50 226.80 16.35 14.34 1.13 0.88 0.64 0.11 8.19 < 0.0001 0.0276 < 0.0001 0.0005 0.0009 0.2987 0.3572 0.4318 0.7463 0.0086 24.57 < 0.0001 2.-Biological methods to remove pollutants Hence, the coefficients for defining the equation of effects are shown in Table 2.11. Table 2.11. Values of the coefficients for the equation of effects in the remediation of RB5, PHE, PRY and BaZ. Linear effects Pollutant Interaction effects Quadratic effects x0 x1 x2 x3 x4 x5 x6 x7 x8 x9 RB5 -381.4 -8.04 186.6 0.055 3.28 -0.012 -0.026 -0.131 -23.40 0.002 PHE -52.6 10.37 -101.7 1.69 0.307 -0.019 0.118 -0.125 8.11 -0.005 PYR 381.0 6.38 -211.3 1.26 0.374 -0.008 0.126 -0.106 16.77 -0.005 BaA 131.4 -3.50 -31.28 0.595 1.111 0.006 0.027 -0.081 0.830 -0.003 Parameters in bold are significant (P < 0.05) (Information Table 2.10). In a visual inspection of the data compiled in this table, it becomes patent that the influence of pH, agitation and temperature is significant for almost all the contaminants, while the interaction and quadratic effects seem to be more dependent on the contaminant under study. In this context, the graphical representation of the response surfaces for each contaminant at optimum agitation rates (146 rpm) is shown in Figure 2.15. Figure 2.15. Effect of pH and temperature in the removal of dyes and PAHs at the optimum agitation (146 rpm) 2-37 2.-Biological methods to remove pollutants The visualization of the data licenses to draw a distinction between azo dye and PAHs, as a result of their completely different chemical nature, even though both of them share the presence of condensed aromatic rings. On the one hand, maximum dye removal levels can be attained at pH values lower than 6.5 and temperatures higher than 305.5 K. On the other hand, PAHs removal is only feasible for pH values higher than 6.5 for all the temperatures under study. The numerical optimization carried out by using the software Design Expert® 9.0 led to the conclusion that pH= 7.0, T= 310.5 K and agitation rates of 146 rpm led to average contaminant removal levels higher than 60% for PHE, PYR, BaA and RB5. MODELLING SCALING-UP After the operating conditions and biotreatment medium were picked, the scaling-up of the process at laboratory bioreactor was approached. Therefore, the first step was carrying out the biological reaction at the optimum conditions, going from flask to bioreactor scale. The kinetic model previously explained in section 2.4.2 has been applied to describe two important variables of the process, biomass concentration and pollutant removal (Deive et al., 2010). Table 2.12. Parameters of the logistic model to characterize the kinetic growth and pollutant remediation by the adapted Ps. stutzeri at flask and bioreactor scale -1 -1 -1 2 Scale X0(g L ) Xmax(g L ) µmax(h ) R Flask scale 0.44 3.55 0.22 0.91 Bioreactor scale 0.01 6.27 0.97 0.98 Contaminant D0(%) -1 2 Dmax(%) µD(h ) R Flask scale RB5 0.1 73.7 0.31 0.98 PHE 8.6 70.6 0.15 0.93 PYR 6.2 56.1 0.11 0.97 BaA 0.5 64.5 0.52 0.93 Bioreactor scale RB5 0.1 78.1 0.59 0.98 PHE 7.9 83.6 0.13 0.95 PYR 7.7 68.5 0.11 0.93 BaA 3.8 77.2 0.29 0.94 The values of the regression coefficients R2 listed in Table 2.12 (always higher than 0.9) evidence the suitability of the proposed models to get a deep insight in the kinetic characteristics of the process carried out at flask and bioreactor scale at the optimum conditions obtained previously. 2-38 2.-Biological methods to remove pollutants The data presented in Figure 2.16 also makes it evident this adequate description for both the 7.5 7.5 5.0 5.0 2.5 2.5 0.0 0.0 75 75 50 50 25 25 0 Pollutant removal (%) Pollutant Removal (%) -1 10.0 Biomass concentration (g·L ) 10.0 -1 Biomass concentration (g·L ) biomass and contaminants remediation. 0 0 20 40 Time (h) 60 0 20 40 60 80 Time (h) Figure 2.16. Biomass concentration () and removal of RB5 (), PHE (), PYR () and BaA () in the biotreatment processes carried out at flask (black) and bioreactor scale (blue). Dots represent the experimental data and solid lines are employed for the modelled data A conscious analysis of the biomass parameters points to the benefits of operating at bioreactor scale, as both the maximum biomass concentration and specific growth rate are enhanced by about 2 and 4 times, respectively. These results are coincident with those obtained in the previous section (2.4.2) and follow the trends pointed in other studies tackling the scaling-up of dye-remediation processes from flask to bench-scale bioreactors (Deive et al., 2010). These ameliorations are also reflected in the maximum levels of pollutant removal recorded, as an average increase of about 12% and 5% is recorded for the PAHs and RB5, respectively, when going from flask to bioreactor scale. The reason for this boosted behavior can be attributed to the inherent benefits of operating in this kind of stirred tank bioreactor, like the greater mass transfer of contaminants and oxygen promoted by the Rushton impeller. In this line, it has already been well documented the superior performance of this turbine for improving oxygen mass transfer coefficients (Moucha et al., 2003). This is crucial for an efficient biodegradation process because aerobic biodegradation mechanisms demand the existence of molecular oxygen as electron 2-39 2.-Biological methods to remove pollutants acceptor, thus easing the activation of the substrate through oxygenation reactions biocatalyzed by mono or dioxygenases (Cao et al., 2009). In this vein, GC-MS analysis reveals a complete mineralization of the contaminants as diethylphtalate and phtalic acid have been detected as (illustrated in Figure 2.17), in line with other studies focused on the biodegradation pathway of this kind of contaminants (Moscoso et al., 2012a, Khanna et al., 2011), which confirms the absence of important alterations in the metabolic routes followed to degrade these contaminants. 149 100 A) Abundance O O 50 O O 177 65 76 50 0 50 60 100 Diethyl Phthalate (replib) 105 93 62 121 91 70 80 132 125 90 100 110 120 130 163 140 150 104 160 222 194 170 180 190 200 210 220 Mass/ charge (m/z) 230 B) 76 Abundance O OH 50 OH 50 O 148 74 38 0 31 36 40 44 48 30 40 50 (replib) 1,2-Benzenedicarboxylic acid 52 61 60 64 72 70 85 80 90 100 110 120 130 140 150 160 Mass/ charge (m/z) Figure 2.17. GC-MS chromatograms of the intermediates detected in the bioremediation of PAHs and diazo dye: A) Intermediate Diethylphthalate (mass 149) and retention time of 24.7 min (up) and B) Intermediate Phtalic acid (mass 104) and retention time of 17.6 min 2-40 2.-Biological methods to remove pollutants In relation to the nature of the bioremediation process, it has been observed that PAHs and di-azo dye RB5 behave differently. Hence, while levels of biosorption lower than 35% are recorded for the PAHs (with just 7% for the low molecular weight PAH PHE), 60 % of the RB5 is adsorbed on the bacterial biomass. The reason for the higher affinity of RB5 dye in relation to the PAHs lies again in the different chemical nature of these contaminants. Thus, as explained in section 2.4.2, the ionic character of the dye will ease the establishment of electrostatic interactions with the protonated nitrogen-containing functional groups in microbial cells and proteins, as a consequence of the existence of slightly acidic conditions (Bidisha et al., 2006). This fact also explains the improved results of dye removal previously observed at acid pHs. All in all, the optimized conditions allowed accomplishing high levels of remediation of dyes and PAHs simultaneously. SIMULATION OF THE PROCESS AT REAL SCALE In order to further quantify the advancements, this one-step biotreatment process will be likened with a traditional option including a two-stages process: a Ps. stutzeri mesophilic step to treat the PAHs (with a duration of 150 h) followed by a thermophilic step employing A. flavithermus to decolorize RB5 (with a total time of 12 h), in line with previous investigations (Moscoso et al., 2015; Deive et al., 2010). Both processes are presented in Figure 2.18, with a view to ease the analysis between the options, and they were simulated to remediate a 200,000 m 3/year polluted effluent (with 300 mM PAHs and 0.04 mg·L-1 of azo dye) from a leather industry. The software tool employed was SuperProDesigner v8.5 (Intelligen Inc.), as it is a simple way to interactively analyse, on a consistent basis, the viability of both remediation alternatives at large scale. One of the advantages provided by this program is that it enables to easily peruse the throughput capacity and time utilization of each operation unit. Hence, on the basis of the technical needs indicated above, time requirements, remediation yields, and biomass production, both alternatives were simulated, and the main results for each of them are compiled in Table 2.13. 2-41 2.-Biological methods to remove pollutants Table 2.13. Treatment capacity, remediation efficiency and scheduling summary for the two-stages and one-stage biotreatment processes 2-steps biotreatment 1-step biotreatment Batch time (h) 220.8 52.5 Batch number per year 309.0 51.0 Total RB5 removal (%) 78.0 79.5 Total PHE removal (%) 95.6 85.0 Total PYR removal (%) 95.6 70.9 Total BaA removal (%) 95.6 78.6 It becomes patent that the one-stage biotreatment involves a drastic cycle time reduction from 221 h/batch to 53 h/batch, thus allowing the performance of up to 309 batches per annum, while maintaining high levels of pollutants remediation. Additionally, this greater throughput capacity parallels a reduction in fixed capital investment and manufacturing cost up to about 40%. When all this information is taken together, the total costs of effluent treatment are reduced by ten times, which makes it patent the aptness of the proposed process. 2-42 2.-Biological methods to remove pollutants PFD 1 PFD 2 Figure 2.18. Two-step (PFD 1) vs. one-step (PFD 2) process flowsheet diagrams for the industrial biotreatment of PAHs and RB5-polluted effluents as obtained with the software SuperProDesigner v8.5 2-43 2.-Biological methods to remove pollutants 2.5 CONCLUSIONS First, the preliminary screening of microorganisms from extreme biotopes thriving under the presence of common families of ionic liquids pointed to Ps. stutzeri as a suitable candidate for bioremediation of recalcitrant pollutants. The response of this microorganism to the presence of these neoteric contaminants after a two month-period of acclimation in a batch bioreactor led to the production of a biopolysaccharide. Second, the versatility of this acclimated bacterium for dye removal was checked, as a prior step to propose it in a simultaneous biotreatment of dyes and PAHs. Two model reactive dyes (RB5 and AB48) were checked both independently and mixed. The biological process was satisfactorily scaled-up, and values higher than 75% were attained in less than 2 days for both dyes individually and mixed at small scale. Additionally, 80% of removal was reached in less than 1 day at stirred tank bioreactor. Third, this adapted bacterium was suitable proposed for the biotreatment of an effluent polluted with a model dye and three model PAHs. A suitable medium composition and the optimum operating conditions of pH, temperature and agitation (7.0, 310.5K and 146 rpm, respectively) were determined after RSM optimization, and remediation levels higher than 60% were obtained. The validity of these conditions was checked at flask and bioreactor scale and the kinetics behavior of the pollutants removal were elucidated. 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REMEDIATION OF POLLUTANTS BY AQUEOUS TWO PHASE SYSTEMS 3.1 3.2 3.3 3.4 3.5 3.6 AIMS AND WORKFLOW INTRODUCTION MATERIALS AND METHODS RESULTS AND DISCUSSIONS CONCLUSIONS REFERENCES 3-3 3-4 3-12 3-18 3-61 3-62 ADAPTED FROM: “Triton X surfactants to form aqueous biphasic systems: experimental and correlation” (2012) 54, 385-392. “On the phase behaviour of polyethoxylated sorbitan (Tween) surfactants in the presence of potassium inorganic salts” (2012) 55, 151-158. “Phase segregation in aqueous solutions of non-ionic surfactants using ammonium, magnesium and iron salts” (2014) 70, 147-153. “Influence of the addition of Tween 20 on the phase behaviour of ionic liquids-based aqueous systems” (2014) 79, 178-183. “Aqueous immiscibility of cholinium chloride ionic liquid and Triton surfactants” (2015) 91, 86-93. “Environmentally benign sequential extraction of heavy metals from marine sediments” (2014) 53, 8615-8620. “Novel physico-biological treatment for the remediation of textile dyes-containing industrial effluents” (2013) 146, 689-695. “Hybrid sequential treatment of aromatic hydrocarbons-polluted effluents using nonionic surfactants as solubilizers and extractants” (2014) 162 259-265. “Ionic liquids and non-ionic surfactants: a new marriage for aqueous segregation” (2014) 4, 32698-32700. “A biocompatible stepping stone for the removal of emerging contaminants”. (2015) (In Press, DOI 10.1016/j.seppur.2015.08.039) 3.-Remediation of Pollutants by Aqueous Two Phase Systems 3.1 AIMS AND WORKFLOW AIMS Given the existing limitations of biological methods for the remediation of different kind of contaminants (incomplete removal of PAHs and dyes, and extreme recalcitrance of drugs and heavy metals), we have bet in this chapter in Aqueous Two Phase Systems (ATPS) as a possible alternative to be applied in aqueous industrial effluents. Usually, these streams contain surfactants (employed in degreasing operations, soil washing, etc.), which can be seen as an opportunity to remove and concentrate this kind of contaminants. Hence, model nonionic surfactants belonging to Triton and Tween families have been suggested as candidates to be salted out by salts (inorganic and organic) and ionic liquids. WORKFLOW The working plan strategy to achieve the objectives described above includes: The selection of imidazolium and ammnonium (C2C1imC2SO4 and N1112OHCl, respectively) cations as salting-out agents of non-ionic surfactants (Triton X-100, Tween 80 and Tween 20) aqueous solutions. The selection of potassium and ammonium-based inorganic and organic salts (K3PO4, K2CO3, K2HPO4, K2S2O3, K2SO3, (NH4)2HPO4, (NH4)2SO4 and K3C6H5O7·H2O, K2C4H4O6·0.5H2O, K2C2O4·H2O, (NH4)2C4H4O6, NaKC4H4O6, respectively) as phase segregation agents. The characterization of the solubility curves and tie lines through well-known empirical equations. The behaviour of systems will be justified through thermodynamic parameters, the Hofmeister series and the Hydrophilic-lipophilic balance of the surfactants. The selection of the most biocompatible systems to apply them for the partition of the target pollutants. The assessment of the extraction efficiency for each pollutant in model solutions and real samples. 3-3 3-Remediation of Pollutants by Aqueous Two Phase Systems 3.2 INTRODUCTION Aqueous Two Phase Systems (ATPS) have long been considered as a competitive and versatile extraction technique since it was proposed by Albertsson (Albertsson, 1961). This separation strategy has been considered as a competitive technique due to inherent advantages such as the short process time required to trigger phase segregation, low viscosity, little emulsion formation, absence of organic volatile solvents, high extraction efficiency, low energy consumption, and reliable scale-up (Pei et al., 2009). ATPS traditionally consist of two immiscible aqueous-rich phases where the compounds usually employed to achieve the proper phase segregation include polymers and inorganic salts. Although both solutes are water-soluble, they separate into two coexisting phases above a given concentration: the top phase (less dense) enriched in one of the solutes and the bottom phase (further dense) formed by another solute (Figure 3.1). Aqueous phase segregation is a complex phenomenon depending on many factors such as hydrogen bonding, charge interactions, steric impediments, van der Waals forces or ionic charge in saline dissolutions among others. Figure 3.1. Phase segregation in ATPS Since 2003, when the ability of ionic liquids to trigger phase segregation was first reported (Rogers et al., 2003), these systems have been used for the separation of a variety of compounds. The ability of ionic liquids to adapt their polarities and affinities by a suitable handling of the anion/cation design and their combinations (Seddon et al., 2006) open up new opportunities by means of liquid-liquid equilibrium. An exhaustive literature review on this topic has been carried out and has been summarised in Table 3.1. 3-4 3.-Remediation of Pollutants by Aqueous Two Phase Systems Table 3. 1a. Bibliographic examples of Polymer-based ATPS. Polymer Segregation Agent Aim Reference PEG 8000 NaOH, Na2CO3, Na2SO4, Na2HPO4, Na3PO4, MgSO4, ZnSO4, (NH4)2SO4 Fundamental study Hey et al., 2005 PPG 400 (NH4)2SO4, MgSO4, KCl, KC2H3O Fundamental study Zhao et al., 2011 PEG (3000, 6000, 8000) K2HPO4, KH2PO4 Purification of lipase Ooi et al., 2009 PEG (1000, 2000, 3400) K3PO4, K2CO3, Li2SO4, ZnSO4, (NH4)2SO4 Fundamental study Huddlestone et al., 2003 PEG 400 Na2SO4, Mg2SO4 Fundamental study Martins et al., 2010 PEG 6000 Na2WO4.2H2O Fundamental study Sadeghi & Golabiazar., 2010 PPG 400 K3C6H5O7, K2C4H4O6, K2C2O4 Fundamental study Xie et al., 2010 PEG (9000, 6000, 4000) K2HPO4, KH2PO4 Recovery of alkaline protease Hotha & Banik, 1997 PEG 6000 K2HPO4, KH2PO4 Recovery of amyloglucosidase Ramadas et al., 1996 PEG 6000 K2HPO4, Na2HPO4 Recovery of xylanase Kulkarni et al., 1999 PEG 6000 KH2PO4, K2HPO4 Recovery of subtilin Kuboi et al., 1994 PEG 20000 MgSO4.7H2O Recovery of lysine Li et al., 2000 PEG (600, 3350) Dextrano T 500 Extraction of -amylase Andersson et al., 1986 PEG400 Sodium phosphate and citrate Fundamental study De Souza et al., 2013 PEG1500, 4000, 6000 Magnesium sulfate Extraction of dyes de Alvarenga et al., 2015 PEG600/K3C6H5O7 [C4mim]Br Extraction of L-Tyrosine Hamzehzadeh & Abbasi., 2015 PEG400 Na2SO4 Extraction of polysaccharides Zhou et al., 2014 PEG-4000 Na2C4H4O6 , NaC2H3O2 Fundamental study Zafarani-Moatta & Tolouei, 2008 PPG K3C6H5O7 Fundamental study Sadeghi & Ziamajidi., 2007 3-5 3-Remediation of Pollutants by Aqueous Two Phase Systems Table 3. 1b. Bibliographic examples of Ionic liquid-based ATPS. 3-6 Ionic liquid Segregation Agent Aim Reference C4C1imBF4 AC1imCl Na3C6H5O7, Na2C4H4O6, NaC2H3O2 Fundamental study Han et al., 2010a K3PO4, K2CO3, K2HPO4 Recovery of [Aim]Cl Deng et al., 2009 C4C1imBF4 Na2CO3, NaH2PO4 Separation of antibiotic Han et al., 2010b C4C1imCl K3PO4, K2CO3, K2HPO4, KOH, Na2HPO4, NaOH Extraction of testosterone He et al., 2005 CnC1imCH3COOH (n=4,6,8) K3PO4, K2CO3, K2HPO4 Fundamental study Li et al., 2010 Pi444Tos, P444C1SO4,P4444Br K3PO4 Separation of biomolecules Louros et al., 2010 C2C1imC2SO4, C4C1imC1SO4, CnC1imCl (n =4,8,10) K3PO4 Fundamental study Naidanovic-Visak et al., 2007 CnC1imCl, CmC1imBr (n=4,6), (m=4,6,8,10) KOH, K3PO4, K2CO3, K2HPO4 Fundamental study Pei et al., 2007 BzC1imCl, C6imCl K2HPO4, K3PO4, K2CO3 Fundamental study Deive & Rodríguez, 2012 CmC1imBr (m=4,6,8) K2HPO4 Extraction of proteins Pei et al., 2009 CnC1imCl (n = 4, 6, 8) K3PO4, K2CO3 Fundamental study Deng et al., 2007 C4C1imBF4 Na2CO3, Na2SO4,(NH4)2SO4, NaH2PO4 Fundamental study Wang et al., 2010 CnC1imC1SO4(n=1,2,4),BzC1imC1SO4, C1Py C1SO4 Na2CO3, Fundamental study Deive et al., 2011c C4C1imBr K3PO4, K2HPO4 Fundamental study Zafarani-Moattar et al., 2007 C4C1imCl K3PO4, K2CO3, K2HPO4 Recovery of anion TcO4 Bridges & Rogers 2008 CnC1imCl (n = 1, 2, 4, 6), AC1imCl, OHC2C1imCl K3PO4 Fundamental study Neves et al., 2009 C2C1imCnSOm (n=2,4,6), (m=3,4) K3PO4, K2CO3, (NH4)2SO4 Extraction of enzymes Deive et al., 2012 C6C1imBF4,C8imC1imCl K2HPO4 Separation of poly- and disaccharides Tonova et al., 2012 CmC1imBr (m=4,6,8,10) K2HPO4.3H2O Food colorants Sha et al., 2015 - 3.-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.1c. Bibliographic examples of surfactants-based ATPS. Surfactant Segregation Agent Aim Reference C10E4 CnTAB Purification of enzyme Rangel-Yaqui et al., 2003 C12S DTAB Separation of protein BSA Zhao & Xiao, 1996 C11EO2 C12-18EO5 Purification of proteins Linder et al., 2004 SL C12C6C12(Me), C12CnC12(Et) (n=4, 6, 12) Fundamental study Lu et al., 2008 DBAB SL Fundamental study Wang et al., 2008 DTAB C11pPHCNa Fundamental study Jiang et al., 2009 AS, (12-3-12) NaCl, NaBr, NaF, Na2SO4, Na3PO4 Fundamental study Hao & Nan, 2008 Triton X-100 Na2CO3, Na2SO4, (NH4)2SO4 Separation of proteins Xi et al., 2006 CTAB, AS NaBr Fundamental study Hao et al., 2010 CTAB, AS, (12-3-12) NaBr Fundamental study Nan et al., 2006 CTAB, Pluronic P105/Dextrano T500 NaAc, NaCl, NaClO4 Separation of amino acids Svensson et al., 1997 Triton (X-100, X-102) K3PO4, K2CO3, K2HPO4, K2S2O3,K2SO3 Fundamental study Alvarez et al., 2012a Triton X-100 Na3C6H5O7, MgSO4 Fundamental study Salabat et al., 2010 DPDS, DTAB NaCl Tween 20, Triton X-100 (NH4)2Fe(SO4)2, MgSO4, (NH4)2HPO4, (NH4)2SO4, (NH4)2C4H4O6 Extraction of volatile organic compounds (BTEX) Weschayanwiwat et al., 2009 Fundamental study Gutiérrez et al., 2014 Tween 20, Tween 80 K3PO4, K2CO3, K2HPO4, K2S2O3,K2SO3 Fundamental study Álvarez et al., 2012b Triton (X-100, X-102, X-114), Tween (20, 40, 80) Na2CO3, Na3C6H5O7.H2O, Na2C4H4O6.0.5H2O Extraction of antioxidant Ulloa et al., 2012a Triton X-102, Tween 20 Na2CO3, Na2SO4, Na2SO3, Na2SO3, Na2HPO4, NaCH3COO Fundamental study Ulloa et al., 2012b Triton (X-100, X-102) C2C1imC2SO4 Fundamental study Álvarez et al., 2014b 3-7 3-Remediation of Pollutants by Aqueous Two Phase Systems Most of the ATPS phase diagrams found in literature are illustrated in an orthogonal representation, where the vertical axis is commonly used for the solute that is enriched in the top phase. The water concentration is omitted, so the ternary plot is transformed into the diagram shown in Figure 3.2 (pure water becomes the origin of the orthogonal axes) . Triangular Diagram 0 Orthogonal representation 100 10 90 20 80 30 A 70 40 10 0·W 1 50 W 0·W 10 60 Biphasic system E 60 70 100·W1 r ate 50 40 D 30 M M E 80 20 90 10 B D 100 0 B Monophasic system A 0 10 20 30 40 50 60 70 80 90 100 100·W2 100·W2 Figure 3.2. Triangular and orthogonal representation of ATPS Vertices of equilateral triangle represent the pure components and all points on one side of the triangular diagram denote the binary mixtures. The plotted curve (A-B-D-E) is called solubility curve or binodal solubility curve and all mixtures of components below this curve exhibit liquid-liquid demixing in a biphasic region, while the mixtures outside this curve are homogeneous solutions in a monophasic region. A mixture of total composition (M) undergoes phase separation and forms two coexisting phases with compositions D and E, which represent the end points of a specific tie-line (TL). The tie- line length (TLL) permit to know the composition difference between the two phases and it is usually employed to correlate trends in the partitioning of solutes between both phases. The proposal of ATPS makes up a novel approach with a promising potential for the extraction of volatile organic compounds (Weschayanwiwat et al., 2009), and a wide range of biocompounds such enzymes (Deive et al., 2012; Ventura et al., 2012; Aguilar et al., 2006), antibiotics (Marques et al., 2013), virus (Platis & Labrou, 2006), antibodies (Rosa et al., 2007) and antioxidants (Ulloa et al., 2012a). The aqueous environment of ATPS confers a 3-8 3.-Remediation of Pollutants by Aqueous Two Phase Systems considerable advantage in contrast to the use of other separation methods which can negatively affect the structural integrity of the desired bioproduct. This versatility has encouraged us to investigate the application of this technique for the concentration and removal of different type of contaminants, be it heavy metals, dyes or emerging contaminants. Therefore, this PhD thesis will be focused on the exploration of the ability of ionic liquids and organic and inorganic salts to salt out aqueous solutions of non-ionic surfactants. These latter compounds are usually present in waste industrial effluents, as they are used in washing operations in metallurgical, textile and tanning industry. Surface active agents are substances which lower the surface tension of the medium in which they are dissolved. Surfactants are typically amphiphilic molecules that exhibit a double affinity containing both hydrophilic (polar) and lipophilic (apolar) groups. Polar groups contain heteroatoms such as oxygen, sulphur, phosphorus or nitrogen, included in functional groups like alcohol, thiol, ether, sulfate, polyoxyethylene oxide, amine, carboxylate, etc. On the other hand, apolar groups are generally hydrocarbon chains like alkyl or alkylbenzene. One of the useful means to characterize them is the Hydrophilic-Lipophilic Balance (HLB) number, which indicates the balance of the size and weight of these two groups. This parameter varies from 0 to 20:HLB > 10 indicates a greater affinity for water (hydrophilic) and HLB < 10 represents a lower affinity for water (lipophilic). The most accepted classification of surfactants is based on their dissociation in water. Thus, according to the nature of the polar group they may be classified as (Salager, 2002): Anionic surfactants: They are dissociated in water in an amphiphilic anion and a cation (generally an alkaline metal like Na+ or K+ or a quaternary ammonium). Common functional groups of anionic surfactants are ethoxylated alkylphenols, carboxylates, napthalenesulphonates, alkylbenzenesulphonates, olefin and alkyl sulphonates, etc. And they are used as detergents, foaming and wetting agents or dispersants. Cationic surfactants: they dissociate into an amphiphilic cation and an anion (usually a halogen) in aqueous solutions. A high proportion of these surfactants are made up by quaternary ammonium salts, polyoxyethylene alkyl and alicyclic amines, amines with amide linkages, etc. They are not so commonly used owing to their high-cost, and their application is mostly as bactericides or corrosion inhibitors. Non-ionic surfactants: Non-ionic surfactants do not ionize in aqueous solutions due to the fact that their hydrophilic groups are non-dissociable like alcohols, phenols, ethers, amides or esters, resulting in polar groups like ethoxylated aliphatic alcohols, 3-9 3-Remediation of Pollutants by Aqueous Two Phase Systems carboxylic esters and amides, polyoxyethylene fatty acid amides, polyethylene glycol esters, nonylphenol ethoxylates, polyethoxylatest, etc. They are widely applied in industrial cleaning, biotechnology, agrochemistry, food industry, etc. Therefore, the latter will be studied in this chapter and the capacity of different salts and ionic liquids to act as salting-out agents of these compounds will be investigated. Each salt bears a different lyotropic degree leading to different salting-out abilities. These specific effects have been traditionally analysed in the light of a recurring pattern now known as the Hofmeister series (Hofmeister, 1908). This series allows predicting the kosmotropic/chaotropic character of each salt, based on their interaction with water molecules. Ions are regarded as kosmotropic and chaotropic depending on their abilities to interact with water and to change the water structure. With a high change density, a kosmotropic ion interacts more strongly with water than water with itself and tends to increase the water structure. The situation is reversed in the case of a chaotropic ion. Different studies have converged upon the idea that the ability of each ion to form hydrogen bonds with water molecules can be measured in terms of the molar Gibbs free energy of hydration and the molar entropy of hydration (Freire et al., 2012a). During the last years, ionic liquids (ILs) have emerged as salts with breakthrough possibilities. They are formed by asymmetric ions which have attractive strength cation-anion weaker than conventional ionic salts (Seddon, 1997). The possibility of combining ILs cations (usually organic, asymmetric and voluminous) with different anions (typically inorganics) allows tuning these chemicals and has christened them as “design solvents”. Other remarkable properties are their higher chemical, electrochemical, thermal stability and a notable ionic conductivity (Baranyai et al 2004), non- flammability (Smiglak et al., 2006) or practically nonvolatile character at room temperature (Earle et al., 2006; Holbrey & Seddon, 1999), which allow that ILs are gaining wide technological and industrial relevance in many disciplines such as analytical chemistry, surface science, electrochemistry or biotechnology amount others (Plechkova & Seddon, 2008). The most outstanding families are shown in Figure 3.3. 3-10 3.-Remediation of Pollutants by Aqueous Two Phase Systems Figure 3.3. Main cations used in ILs In summary, the advantages provided by salts and ionic liquids will be used to trigger phase segregation in aqueous solutions of non-ionic surfactants, and the obtained biphasic systems will be thermodynamically characterized as a prior step to apply viable examples for the remediation of effluents contaminated with emerging pollutants, PAHs, dyes and heavy metals. 3-11 3-Remediation of Pollutants by Aqueous Two Phase Systems 3.3 MATERIALS AND METHODS 3.3.1 CHEMICALS The ionic liquids 1-ethyl-3-methylimidazolium alkylsulfate C2C1imCnSO4 (n: 2, 4, 6), were purchased from IoLiTec and Merck. The ionic liquid cholinium chloride N1112OHCl, the non-ionic surfactants belonging to the polyethoxylated sorbitan family monosubstituted with a laurate and an oleate moiety Tween 20 and Tween 80, respectively, and the polyoxyethylene teroctylphenol family Triton X-100 and Triton X-102 made up of a 8-carbon tertiary alkyl chain and 9-10 ethylene oxides units or 12-13 ethylene oxide units, respectively were supplied by Sigma Aldrich an their structures are illustrated in Table 3.2. The same manufacturer provided the non-steroidal anti-inflammatory drugs (NSAIDs) ibuprofen (>98%) and diclofenac (>98.5%). The dyes Reactive Black 5 (RB5), Acid Black 48 (AB48) and the polycyclic aromatic hydrocarbons phenanthrene (PHE), pyrene (PYR) and benzo[a]anthracene (BaA) (>99%) used in bioremediation experiments were also purchased from Sigma Aldrich. Ionic liquids purities were higher than 98% and they were subjected to vacuum (2·10−1 Pa) and moderate temperature (323.15 K) for several days to remove possible traces of solvents and moisture. Then, they were stored in bottles under inert atmosphere until use. Non-ionic surfactants (>99%) were used as received without further purification. Chemicals structures and characteristics of these compounds are shown in Table 3.2. The inorganic and organic potassium salts: K3PO4, K2CO3, K2HPO4, K2S2O3, K2SO3, K3C6H5O7·H2O, K2C4H4O6·0.5H2O, K2C2O4·H2O and ammonium salts: (NH4)2SO4, (NH4)2HPO4, (NH4)2C4H4O6 with mass fraction purity higher than 95% were purchased from Sigma-Aldrich. Sodium potassium tartrate (NaKC4H4O6) was provided by Panreac. All salts were used as received. The complexing agent potassium thiocyanate (KSCN, Fluka, St. Gallen, Switzerland) and the metal ions of copper (CuSO4·5H2O - Merck, Darmstadt, Germany) and zinc (ZnSO4·H2O VWR, Radnor, PA, US) were used as received without further purification. 3-12 3.-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.2. Characteristics of ionic liquids and surfactants. Compound Chemical structure HLB* CMC 1-ethyl-3-methyl imidazolium alkylsulfate (R: ethyl, butyl, hexyl) - - Cholinium chloride - - Tritón X-100 (n=9,5) Tritón X-102 (n=12) 13,4 14,4 0,189 mM 0,267 mM Tween 80 (w+x+y+z = 20) 15,0 0,012 mM Tween 20 (w+x+y+z = 20) 16,7 0,06 mM HLB: Hydrophilic-Lipophilic Balance; CMC: Critical Micellar Concentration 3.3.2 EXPERIMENTAL PROCEDURE DETERMINATION OF SOLUBILITY CURVES The solubility curves of the ATPS were carried out by means of the cloud point titration method at different temperatures (from 298.15 K to 333.15 K) (Albertsson, 1986) and at atmospheric pressure. A known amount of salt or ionic liquid was added to a surfactant aqueous solution with known concentration under constant stirring, until detection of turbidity. Afterwards, a drop-wise addition of ultra-pure water until a clear monophasic region 3-13 3-Remediation of Pollutants by Aqueous Two Phase Systems was carried out. All the samples were weighed in an analytical Sartorius cubis MSA balance (125-100-DA, ± 10-5 g). The ternary systems compositions were determined by the weight quantification of all components within an uncertainty of ± 10-4 g. The measurements were carried out in a jacketed glass vessel containing a magnetic stirrer connected to a temperature controlled circulating bath (controlled to ± 0.01 K). For the jacketed cell, the temperature was controlled with a F200 ASL digital thermometer with an uncertainly of ± 0.01 K. In the case of ionic liquids, the solubility curve was also characterized by measuring densities and refractive indices at different temperatures, using an Anton Paar DSA-48 digital vibrating tube densimeter (± 2·10−4 g·cm−3) and a Dr. Kernchen ABBEMAT WR refractometer (± 4·10−5), both calibrated in accordance with the manufacturer instructions. DETERMINATION OF TIE-LINES The Tie-Lines (TLs) determination started with the preparation of a ternary mixture within the biphasic region with a known mass fraction. The temperature was kept constant and the mixture was stirred vigorously and left to settle for 24 h in order to ensure chemical and thermodynamic equilibria. The TLs data were obtained by the lever arm rule taking into account the relationship between the upper phase and the overall system mass composition wI1 = wI2 = wF1 R wF2 R 1-R - ( R ) ∙wII1 1-R - ( R ) ∙wII2 (3.1) (3.2) where F, I and II represent the feed, the top phase, and the bottom phase, respectively; w1 and w2 are the mass fraction percentage of the compound in top layer and the compound in bottom layer, respectively; and R is the following measured ratio: R= Weight of the top phase Weight of the mixture (3.3) In the systems with ionic liquids, the two segregated layers were split and their composition was quantified by measuring densities and refractive indices (estimated uncertainty of concentration ± 2%). In parallel, the information provided by the tie-line length, TLL, and the slope of the TLs data, S, is a useful tool to ascertain the relative distribution of both compounds between the two aqueous phases in equilibrium. These values are calculated by means of these equations: 3-14 3.-Remediation of Pollutants by Aqueous Two Phase Systems 2 2 0.5 TLL= [(wI1 -wII1 ) +(wI2 -wII2 ) ] wI -wII S= w1I -w1II 2 (3.4) (3.5) 2 where the equilibrium mass fraction (w) of the compound (1) and the compound (2), in the upper (I) and bottom (II) phases, are represented. MATHEMATICAL MODELLING The SOLVER function in Microsoft EXCEL was used to adjust the parameters so that the standard deviations were minimized. The standard deviations () were calculated by applying the equation 2.5 (c.f. chapter 2). ANALYTICAL DETERMINATION OF POLLUTANTS PAH ANALYSIS PHE, PYR and BaA concentrations (both independently and mixed) were analysed by reversed-phase high performance liquid chromatography (HPLC) equipped with a reversed phase C8 column (150 x 4.6 mm, 5 µm particule size, Zorbax Eclipse) with its corresponding guard column. The HPLC system was an Agilent 1100 equipped with a quaternary pump and photodiode array UV/Vis detector (252.4 nm). 5 µL of filtered sample (through a 0.45 µm Teflon filter) were injected and then eluted from the column at a flow rate of 1 mL min-1, using acetonitrile:water as mobile phase with the following ratios: (67:33) for PHE and BaA and (65:35) for PYR. The temperature was maintained at 298.15K. The values of the fitting parameters and regression coefficients are shown in Table 3.3. DYE ANALYSIS Dye remediation (both independently and mixed) were evaluated by UV-vis spectrophotometry taking into account the maximum wavelength obtained for each dye (597 nm for RB5, 663nm for AB48 and from 547 to 713 nm for the mixture of dyes). METAL IONS ANALYSIS The concentrations of Cu and Zn were determined by flame atomic absorption spectroscopy (AAS) (Agilent Technologies 200 series AA). An air-acetylene burner at wavelengths of 324.8 and 213.9 nm, and lamp currents of 4 and 5 mA, were employed for Cu and Zn, respectively. The parameters defining the calibration curves are indicated in Table 3.3. The marine sediment samples were collected in the Galician coast (NW Spain). The classification of the sediments according to the Particle Size Analysis method indicates that the 3-15 3-Remediation of Pollutants by Aqueous Two Phase Systems dredged samples are silty clay. A prior characterization of the samples (Pazos et al., 2013) proved that Zn and Cu were the two metal ions clearly infringing the CEDEX recommendations for dredged marine sediments. Metals were extracted from the marine sediments in accordance with the following procedure: 0.25 g of soil were added to Erlenmeyer flasks together with 15 mL of aqueous solutions of the selected non-ionic surfactant at 30% of concentration. Alternatively, 0.87 g of KSCN were added as complexing agent when stated. 1M HCl was added to adjust the pH due to this parameter is decisive to promote metal solubility. These mixtures were shaken at 200 rpm for 24 h at 298.15 K and 343.15 K. Then, the mixture was centrifuged at 3700 g for 5 min, and the supernatant was kept for a second centrifugation step at 3700 g and 5 min. Metals were determined in this supernatant. This solution was then used for ABS extraction. Milli-QPlus water leaching was performed as control. All experiments were run in triplicate. The determination of metal concentrations in dredged sediments was performed in accordance with EPA Methods 3010 and 3050. In brief, they were analysed in an Inductively Coupled Plasma Optical Emission Spectrometry (Optima 4300DV Perkin Elmer). After setting analytical conditions, and making background corrections for wavelength spectra in accordance with the standard solution profile, sample or test solutions were introduced via the Cross-Flow nebulizer (Scott) inside the plasma torch, equipped with an Echelle polychrometer. The operating conditions for auxiliary gas, nebuliser gas, and cool gas (Ar) were 0.2 L·min-1, 1.10 L·min-1 and 15 L·min-1, respectively. The spectral lines for Cu and Zn were 327.393 and 206.200 nm, respectively. Calibration was carried out by using a multi-element standard solution VI (Merck) by appropriate dilution in 2% (v/v) HNO3. NSAIDS ANALYSIS Ibuprofen and diclofenac were determined by HPLC measurements. HPLC-DAD (Agilent 1260 infinity) is equipped with a Kinetex Biphenyl column (4.6 x 150 mm; internal diameter 5 µm). 10 µL of sample were eluted in gradient mode for 15 min at a flow rate of 1 mL·min-1, using a mixture water/ethanol at the following ratios: (65:30) for 10 min and (15:80) for 5 min. Retention times for ibuprofen and diclofenac were 10.149 and 10.713 min, respectively. The calibrations were carried out with stock solutions prepared in ethanol at a concentration of 20 mg/L, and were appropriately diluted in Milli-Q water (0.1 mg·L-1 to 10 mg·L-1). The values of the fitting parameters and regression coefficients are shown in Table 3.3. 3-16 3.-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.3. Fitting parameters and regression coefficients for the pollutants analysed. Pollutant Equation 2 R -1 0.999 PYR -1 Concentration(mg·L ) = 0.143 · Peak area 0.999 BaA -1 Concentration(mg·L ) = 0.0272 · Peal area 0.999 Zn -1 0.999 PHE Cu Ibuprofen Diclofenac Concentration(mg·L ) = 0.0111 · Peak area Concentration (mg·L ) = (Absorbance - 0.0025)/0.4971 -1 0.999 -1 0.999 Concentration ( mg·L ) = (Absorbance - 0.0007)/0.1422 Concentration ( mg·L ) = (Peak area + 2.512)/17.285 -1 Concentration (mg·L ) = (Peak area + 1.557)/157.005 0.999 3-17 3-Remediation of Pollutants by Aqueous Two Phase Systems 3.4 RESULTS AND DISCUSSION 3.4.1 IONIC LIQUIDS AS SEGREGATION AGENTS IN AQUEOUS SOLUTIONS OF NON-IONIC SURFACTANTS The development of new contaminant removal strategies for the treatment of industrial waste effluents urges more efforts in the search of more competitive techniques lowering the environmental impact and process cost. In this sense, the wide use of Triton and Tween surfactants in a variety of industrial sectors (metallurgical, textile, or tanning) as washing or solubilising agents has inspired this work. Then, the ability of ionic liquids to salt out aqueous streams containing non-ionic surfactants has been the subject of this section. First of all, ionic liquids based on the imidazolium cation were selected. More specifically, 1-ethyl-3-methyl imidazolium ethylsulfate was firstly picked since it is produced at an industrial scale (more than 1 ton per annum), which ensures its availability when implemented at high scale. Another factor such as the alkyl chain length will be tackled in order to elucidate the effect of the hydrophobicity in the ionic liquid (butyl sulfate, hexyl sulfate). Additionally, the use of other cation families with different affinity with water molecules will be taken into account (ammonium), as they are known as more biocompatible, economical and environmentally benign option. ATPS WITH IMIDAZOLIUM CATION AS SEGREGATION AGENT The immiscibility region of the systems containing the imidazolium cation and Triton X (Triton X-100 and Triton X-102) surfactants were empirically determined at several temperatures. The experimental data for the systems {Triton-X 100 (1) + C2C1imC2SO4 (2) + H2O (3)} and {Triton-X 102 (1) + C2C1imC2SO4 (2) + H2O (3)} are listed in Tables A.1 and A.2, respectively (see annex), and can be visualized in Figure 3.4. Firstly, the variation of the alkyl chain length in the ionic liquid anion (C2SO4, C4SO4 and C6SO4) reveals that just the ethylsulfatebased ionic liquid leads to phase segregation. In this particular case, the competition of the ionic liquid and non-ionic surfactant for the water molecules is won by C2C1imC2SO4 and two aqueous phases are segregated: a top phase rich in the non-ionic surfactant and a bottom ionic liquid-rich phase. Although longer alkyl chain lengths in the anion were reported to be beneficial for increased immiscibility windows (Deive et al., 2011a), the trends here seem to be the opposite. The reason for this lies in the role played by ionic liquids. When they act as 3-18 3.-Remediation of Pollutants by Aqueous Two Phase Systems salting out agents (as in this case) higher hydrophilicity is desired in order to favour the interaction with water molecules. On the contrary, when ionic liquids are salted out, a lower capacity to establish hydrogen bonds with water will entail easier phase disengagement. On the other hand, the data displayed for C2C1imC2SO4 (Figure 3.4) indicates that the immiscibility window only occurs in the ternary region, while binary mixtures are completely miscible. Therefore, these systems fall into an island-type ternary system (type 0 in Treybal classification) (Treybal, 1963). Water 0 10 Water 0 100 10 90 20 80 100 0 40 50 60 70 80 90 100 20 90 10 30 30 80 20 90 40 70 30 20 50 60 40 70 60 50 50 60 10 70 40 60 50 80 30 70 40 Triton X-100 0 90 20 80 30 100 C2C1imC2SO4 10 100 Triton X-102 0 0 10 20 30 40 50 60 70 80 90 100 C2C1imC2SO4 Figure 3.4. Solubility data for the systems {[Triton X-100 (1) + C2C1imC2SO4 (2) +H2O (3)} and {[Triton X102 (1) + C2C1imC2SO4 (2) +H2O (3)} at 298.15 K (), 313.15 K (), 323.15 K (), 333.15 K (). Symbols represent experimental data, solid lines are guides to the eye. A valuable tool to shed light on the behaviour of surfactants in these systems is the HLB, as mentioned beforehand. In this case, lower HLB values are recorded for Triton X-100 than for Triton X-102 (13.5 vs. 14.4, respectively). Taking this into account, it should be expected that the use of surfactants with higher degree of hydrophobicity would entail greater immiscibility windows. From the experimental data, it seems that this hypothesis is confirmed and Triton X100 shows weaker interactions with water molecules than Triton X-102 in the presence of C2C1imC2SO4, thus easing phase disengagement. Regarding the effect of temperature, a visual inspection of the results obtained at temperatures ranging from 298.15K to 333.15K (also shown in Figure 3.4) evidences a greater liquid-liquid demixing capacity at higher temperatures. The reason behind this behaviour lies in the different nature of the main compounds existing in the ATPS. Thus, the non-ionic surfactant becomes more hydrophobic at increased temperatures, due to the weakening of hydrogen bond interactions, which eases phase segregation. On the contrary, C2C1imC2SO4 becomes more hydrophilic, which leads to a greater interplay with water molecules. These 3-19 3-Remediation of Pollutants by Aqueous Two Phase Systems trends are in agreement with the available literature data (Table 3.4) tackling the phase segregation in aqueous solutions of liquid polymers in the presence of organic and inorganic salts (Govindarajan et al., 2008; Rasa et al., 2008). However, the ionic liquid-based ATPS carried out in the presence of inorganic salts (Lv et al., 2013; Alvarenga et al., 2013) exhibit an inverse trend, which confirms the importance of the role played by ionic liquids when designing a new kind of ATPS. Table 3.4. Literature data about the temperature effect on different types of Aqueous Two Phase Systems. Compounds PEG 20000 PEG 10000 PEG 400 PEG 6000 PEG (600,1000,1450,3350) PEG 8000 PEG 4000 PEG 4000 PEG 6000 PEG 6000 PEG 4000 C2PyBr C2C1imBF4 C4C1imBF4 C4PyBF4 POELE10 Acetone Temperature (K) Effect Ref. Polymer-based ATPS 290.15, 299.15, Mohsen-Nia et al., CuSO4 Proportional 308.15 317.15 2008 295.15, 301.15, MgSO4 Proportional Rasa et al., 2008 305.15 311.15 MgSO4, Na2SO4 298.15, 318.15 No variation Martins et al., 2010 MgSO4, Na2SO4, 283.15, 298.15, No variation Martins et al., 2008 Li2SO4, ZnSO4 313.15 295.15, 310.15, Na3C6H5O7 Proportional Tubio et al., 2006 323.15 MgSO4, Na2SO4 298.15, 323.15 No variation Cunha & Aznar, 2009 283.15, 288.15, K3PO4 Proportional Sé & Aznar, 2002 293.15, 303.15 298.15, 308.15, Zafarani-Moattar et al., Na2-Tartrate Proportional 318.15 2008 298.15, 303.15, (NH4)3C6H5O7 Proportional Regupathi et al., 2009 313.15 318.15 298.15, 303.15, Sadeghi & Golabiazar, Na2WO4.2H2O Proportional 308.15 313.15 2010 298.15, 308.15, Govindarajan et al., (NH4)3C6H5O7 Proportional 318.15 2013 Ionic liquid-based ATPS 298.15, 308.15, NaH2PO4 Inverse Li et al., 2013a 318.15 328.15 298.15, 303.15, NaH2PO4, Na2HPO4 Inverse Lv et al., 2013 308.15 288.15, 293.15, Alvarenga et al., MnSO4 Inverse 303.15 308.15 2013 298.15, 308.15, Na2C4H4O6 Inverse Li et al., 2013b 328.15 Surfactant-based ATPS 288.15, 293.15, K3PO4, K2CO3, KOH Proportional Lu et al., 2013a 303.15 308.15 Organic solvent-based ATPS MgSO4, (NH4)2SO4, 288.15, 298.15, Proportional Lu et al., 2013b Li2SO4, ZnSO4 308.15 On the other hand, the experimental solubility data for these systems were fitted to different equations usually employed to model different types of ATPS (Merchuk et al., 1998; Hamzehzadeh & Zafarani-Moattar, 2015; Deive & Rodríguez, 2012). 3 w1 =a∙exp(bw0.5 2 -cw2 ) 3-20 (3.6) 3.-Remediation of Pollutants by Aqueous Two Phase Systems 2 w1 =a+bw0.5 2 +cw2 +dw2 (3.7) 2 w1 =exp(a+bw0.5 2 +cw2 +dw2 ) (3.8) being w1 and w2 the mass fraction of Triton and C2C1imC2SO4, respectively. On the other hand, a, b, c and d are the fitting parameters, which values were determined by minimizing the standard deviation (): Thus, the values of the parameters are listed in Tables 3.5 to 3.7 together with the corresponding standard deviation. The analysis of the data reveals that equation (3.6) is the one allowing the lower deviations between experimental and theoretical solubility values in accordance with the results reported for other ionic liquid-based ATPS (Torres-Plasencia et al., 2015). Table 3.5. Parameters of equation (3.6) and standard deviation for {Surfactant (1) + C2C1imC2SO4 (2) +H2O (3)}. T/K a b c Triton X-100 (1) + C2C1imC2SO4 (2) +H2O (3) 298.15 0.6938 0.0235 5.8530 0.0103 313.15 1.1054 -0.9144 6.1110 0.0114 323.15 1.1408 -1.0296 6.8842 0.0097 333.15 1.2246 -1.2979 7.4881 0.0105 Triton X-102 (1) + C2C1imC2SO4 (2) +H2O (3) 298.15 0.3995 0.9489 5.8702 0.0094 313.15 1.2539 -0.7294 5.1879 0.0120 323.15 1.2539 -1.2087 4.9911 0.0076 333.15 1.3206 -1.4067 4.8793 0.0088 Standard deviation () was calculated by means of equation (2.5). 3-21 3-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.6. Parameters of equation (3.7) and standard deviation for {Surfactant (1) + C2C1imC2SO4 (2) +H2O (3)}. T/K a b c d Triton X-100 (1) + C2C1imC2SO4 (2) +H2O (3) 298.15 0.7861 1.2815 -3.1577 0.9231 0.0074 313.15 0.7127 1.3719 -3.2771 0.9802 0.0103 323.15 0.3459 3.1895 -5.8896 2.3269 0.0099 333.15 0.4202 3.1564 -6.4327 3.0468 0.0068 Triton X-102 (1) + C2C1imC2SO4 (2) +H2O (3) 298.15 0.6528 1.7819 -3.6232 1.0664 0.0065 313.15 0.6422 1.1351 -3.4172 1.0931 0.0093 323.15 0.7733 1.1866 -3.1974 1.1369 0.0082 333.15 0.8776 0.6883 -2.5985 0.9853 0.0097 Standard deviation () was calculated by means of equation (2.5). Table 3.7. Parameters of equation (3.8) and standard deviation for {Surfactant (1) + C2C1imC2SO4 (2) +H2O (3)}. T/K a b c d Triton X-100 (1) + C2C1imC2SO4 (2) +H2O (3) 298.15 22.20 -91.84 105.64 -44.57 0.0067 313.15 4.25 -21.67 29.26 -19.39 0.0090 323.15 1.77 -10.41 15.18 -13.86 0.0096 333.15 -0.06 -0.52 0.61 -6.14 0.0053 Triton X-102 (1) + C2C1imC2SO4 (2) +H2O (3) 298.15 23.50 -93.97 104.53 -41.23 0.0044 313.15 4.71 -22.72 29.18 -17.49 0.0085 323.15 2.13 -11.37 15.33 -12.00 0.0071 333.15 1.82 -9.90 13.23 -11.00 0.0080 Standard deviation () was calculated by means of equation (2.5). The TLs of the systems at temperatures varying from 298.15 K to 333.15 K and atmospheric pressure were determined by using density and refractive indices measurements, as explained in the materials and methods section. The experimental data obtained are compiled in Table A.3 (see annex). These data demonstrated that higher concentrations of 3-22 3.-Remediation of Pollutants by Aqueous Two Phase Systems ionic liquid in the bottom phase correlate with higher concentrations of the surfactants in the top phase. In addition, the Othmer-Tobias correlation equation (3.9) (Othmer & Tobias, 1942), which relates the lie line mass concentration of the top phase with the bottom phase to obtain a linear function, was used to fit the experimental tie line data obtained for each ATPS system. 1-wI 1-wII m ( wI 1) = n ( wII2) 1 (3.9) 2 where n and m are the fitting parameters, w is the mass fraction, subscripts 1 and 2 refer to surfactant and ionic liquid, respectively, and superscripts I and II indicate the surfactant-rich phase and ionic liquid-rich phase, respectively. The values of the model parameters are presented in the Table 3.8, together with the correlation coefficient R2. The data obtained evidences a high degree of thermodynamic consistency since the values of R2 are all higher than 0.9. Table 3.8. Parameters of Othmer-Tobias equation and correlation coefficient for {Surfactant (1) + C2C1imC2SO4 (2) + H2O (3)} at several temperatures. 2 m n R Triton X-100 (1) + C2C1imC2SO4 (2) + H2O (3) 0.2421 1.0199 0.946 Triton X-102 (1) + C2C1imC2SO4 (2) + H2O (3) 0.4036 1.7065 0.945 Triton X-100 (1) + C2C1imC2SO4 (2) + H2O (3) 1.1164 2.0472 0.972 Triton X-102 (1) + C2C1imC2SO4 (2) + H2O (3) 0.8725 1.9941 0.901 Triton X-100 (1) + C2C1imC2SO4 (2) + H2O (3) 0.3909 0.4935 0.993 Triton X-102 (1) + C2C1imC2SO4 (2) + H2O (3) 0.8472 1.0745 0.928 Triton X-100 (1) + C2C1imC2SO4 (2) + H2O (3) 0.9166 0.9057 0.918 Triton X-102 (1) + C2C1imC2SO4 (2) + H2O (3) 0.8189 1.0169 0.980 T = 298.15 K T = 313.15 K T = 323.15 K T = 333.15 K ATPS WITH CHOLINIUM CATION AS SEGREGATION AGENT On the hunt for greener extraction processes, the cholinium cation emerged as a promising candidate given its proven low environmental impact and biocompatibility (Petkovic et al., 2011; Deive et al., 2015). Therefore, the behaviour of these ammonium-based ionic liquids as phase promoters in aqueous solutions of non-ionic surfactants will be researched. The segregation potential of the ionic liquid cholinium chloride (N1112OHCl) in aqueous solutions of the non-ionic surfactants Triton X (Triton X-100 and Triton X-102) and Tween 3-23 3-Remediation of Pollutants by Aqueous Two Phase Systems (Tween 80 and Tween 20) was explored at several temperatures (298.15, 313.15, 323.15 and 333.15 K). The experimental data are compiled in Tables A.4 to A.7 (see annex), and they are shown as triangular representation in Figures 3.5 and 3.6 in which the binodal curve and the SLLE phase boundary divide three clear regions: the one-liquid phase (L), the biphasic region (L+L), and the solid-two liquid phase (S+2L). Water 0 Water 0 100 10 90 20 30 90 20 80 L 100 10 80 L 30 70 40 70 40 60 60 50 50 50 50 60 60 L+L 40 40 L+L 70 70 30 30 80 80 20 20 90 90 10 10 S + 2L S + 2L 100 100 Triton X-100 0 0 10 20 30 40 50 60 70 80 90 N1112OHCl 100 Triton X-102 0 0 10 20 30 40 50 60 70 80 90 100 N1112OHCl Figure 3.5. Solubility data for the systems {[Triton X-100 (1) + N1112OHCl (2) +H2O (3)} and {[Triton X-102 (1) + N1112OHCl (2) +H2O (3)} at 298.15 K (), 313.15 K (), 323.15 K (), 333.15 K (). Symbols represent experimental data, solid lines refer to model Water Water 0 0 100 10 10 100 90 90 20 20 80 80 30 30 70 70 L L 40 40 60 50 50 60 L+L 50 60 40 70 60 50 80 L+L 20 90 10 10 S + 2L S + 2L 100 Tween 80 0 0 10 20 30 40 50 60 70 30 80 20 90 40 70 30 80 90 100 100 N1112OHCl Tween 20 0 0 10 20 30 40 50 60 70 80 90 100 N1112OHCl Figure 3.6. Solubility data for the systems {[Tween 80 (1) + N 1112OHCl (2) +H2O (3)} and {[Tween 20 (1) + N1112OHCl (2) +H2O (3)} at 298.15 K (), 313.15 K (), 323.15 K (), 333.15 K (). Symbols represent experimental data, solid curved lines refer to model Similarly to the previous data modelling, the binodal curves were fitted to equations (3.6), (3.7) and (3.8). The values of the parameters are listed in Tables 3.9 to 3.11, together with the corresponding standard deviation. The analysis of these data evidences a more 3-24 3.-Remediation of Pollutants by Aqueous Two Phase Systems suitable fitting of equations (3.8) and (3.9) for the description of the binodal data when the cholinium-based ionic liquid is used as phase splitter, no matter the temperature or surfactant used. These results are in agreement with our previous findings obtained for imidazoliumbased ionic liquid and other research works, since the four-parameter based equations yielded lower deviations than the well-known Merchuk model (Hamzehzadeh & Zafarani-Moattar, 2015). The theoretical data were represented together with the experimental data in Figures 3.5 and 3.6. Table 3.9. Parameters of equation (3.6) and standard deviation for {Surfactant (1) + N1112OHCl (2) +H2O (3)}. T (K) a b c Triton X-100 (1) + N1112OHCl (2) +H2O (3) 298.15 0.9312 -0.6985 98.4 0.0445 313.15 0.8827 0.5244 304.6 0.0499 323.15 0.8424 0.2149 1256.5 0.1132 333.15 1.5277 -6.4361 1000.0 0.1499 Triton X-102 (1) + N1112OHCl (2) +H2O (3) 298.15 0.9810 -1.1645 39.0 0.0229 313.15 0.9696 -1.3038 76.1 0.0309 323.15 0.9617 -1.3660 141.0 0.0280 333.15 0.9300 -1.2193 394.8 0.0271 Tween 80 (1) + N1112OHCl (2) +H2O (3) 298.15 1.0589 -1.1978 35.9 0.0280 313.15 1.0393 -1.1896 77.3 0.0380 323.15 1.0062 -0.9610 180.3 0.0380 333.15 0.9942 -0.9830 381.8 0.0637 Tween 20 (1) + N1112OHCl (2) +H2O (3) 298.15 1.0780 -1.3737 22.7 0.0210 313.15 1.0632 -1.4308 37.8 0.0217 323.15 1.0642 -1.5792 55.9 0.0274 333.15 1.0598 -1.5160 101.7 0.0346 Standard deviation () was calculated by means of equation (2.5). 3-25 3-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.10. Parameters of equation (3.7) and standard deviation for {Surfactant (1) + N1112OHCl (2) +H2O (3)}. T (K) a b c d Triton X-100 (1) + N1112OHCl (2) +H2O (3) 298.15 1.0407 -2.2107 4.0081 -13.20 0.0361 313.15 1.1590 -4.5522 11.85 -39.33 0.0384 323.15 1.2083 -5.1595 10.34 -39.61 0.1323 333.15 2.6627 -6.4334 14.33 -26.63 0.1529 Triton X-102 (1) + N1112OHCl (2) +H2O (3) 298.15 0.9505 -0.8590 -0.4260 -1.9546 0.0264 313.15 1.0165 -1.4212 0.7347 -4.6391 0.0307 323.15 0.9104 -0.5652 -1.9685 -2.2100 0.0225 333.15 0.7468 1.9549 -10.85 -12.91 0.0275 Tween 80 (1) + N1112OHCl (2) +H2O (3) 298.15 1.0327 -0.9687 -0.4404 -1.7995 0.0286 313.15 1.0308 -1.2431 0.2133 -4.8094 0.0376 323.15 0.9424 -0.1166 -2.9223 -4.0314 0.0369 333.15 1.1072 -2.2280 3.1921 -4.6075 0.0508 Tween 20 (1) + N1112OHCl (2) +H2O (3) 298.15 1.0679 -1.0019 -0.4212 -0.8382 0.0258 313.15 1.0815 -1.3526 0.2350 -2.1336 0.0231 323.15 1.0261 -1.3190 -0.1442 -2.1540 0.0315 333.15 1.0406 -1.3983 0.0263 -4.3347 0.0345 Standard deviation () was calculated by means of equation (2.5). 3-26 3.-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.11. Parameters of equation (3.8) and standard deviation for {Surfactant (1) + N1112OHCl (2) +H2O (3)}. T (K) a b c d Triton X-100 (1) + N1112OHCl (2) +H2O (3) 298.15 2.1218 -23.0 59.3 -119.4 0.0350 313.15 5.9199 -63.8 177.5 -402.6 0.0320 323.15 11.229 -138.6 458.4 -1453.8 0.0704 333.15 0.0002 0.0191 -14.6 -598.4 0.1501 Triton X-102 (1) + N1112OHCl (2) +H2O (3) 298.15 0.3088 -5.4383 13.1 -33.1 0.0251 313.15 0.7706 -10.838 28.1 -68.4 0.0287 323.15 1.7034 -21.247 57.9 -139.0 0.0219 333.15 2.3695 -30.542 94.3 -291.8 0.0170 Tween 80 (1) + N1112OHCl (2) +H2O (3) 298.15 0.4553 -6.6965 16.4 -36.4 0.0277 313.15 0.5733 -9.0963 25.4 -66.6 0.0368 323.15 0.6996 -12.612 40.7 -127.6 0.0363 333.15 1.0270 -17.618 66.8 -271.8 0.0268 Tween 20 (1) + N1112OHCl (2) +H2O (3) 298.15 0.2600 -3.9566 8.0117 -20.0 0.0240 313.15 0.4277 -6.8311 14.8 -35.1 0.0220 323.15 0.3907 -6.3811 15.6 -43.4 0.0297 333.15 0.6228 -9.7033 27.0 -77.5 0.0338 Standard deviation () was calculated by means of equation (2.5). In agreement with the behaviour observed previously for imidazolium-based ATPS, the analysis of the influence of temperature on the binodal curves allows concluding that liquidliquid demixing is eased at higher temperatures for all surfactants studied in this thesis. As stated, the lower ability of the non-ionic surfactant to establish hydrogen bonds with water at higher temperatures furthers the salting out effect provided by the N1112OHCl ionic liquid, leading to greater immiscibility windows. This behaviour is coincident with the data reported for the same and other cholinium-based ionic liquid in the presence of aqueous solutions of polypropyleneglycol (Liu et al., 2013). Hence, the synergic effect of a greater ability for water solvation of the N1112OHCl, together with the higher hydrophobicity of the non-ionic surfactant leads to the observed increased immiscibility window. Thus, Triton X family (with lower HLB value) is more easily salted out by N1112OHCl due to the fact that it is less prone to establish hydrogen bonds with 3-27 3-Remediation of Pollutants by Aqueous Two Phase Systems water, so the competition between the surfactant and the ionic liquid for the water molecules is more easily won by the latter. The TLs of the systems at 298.15, 313.15, 323.15 and 333.15 K and atmospheric pressure were ascertained by using density and refractive indices measurements, as explained in the materials and methods section. The experimental data obtained are compiled in Tables A.8 and A.9 (see annex) and can be visually inspected in Figures 3.8 to 3.11. These data evidenced that higher concentrations of ionic liquids in the lower phase correlate with higher concentrations of the surfactant in the light layer. This is a consequence of the competition between the ionic liquid and the surfactant for the water molecules: the more amount of N1112OHCl is present in the mixture, the lower number of water molecules are available to solvate the surfactant. Additionally, the extraction capacity was characterized by means of the tie-line length (TLL) and the slope (S), calculated as indicated in equations (3.4) and (3.5) respectively. A visual inspection of the results allowed concluding that lower TLL value led to greater S values. On the other hand, it is also outstanding that the heavy layer is almost exclusively constituted by a binary mixture water-ionic liquid, while surfactant concentrations in some of the upper phases reach values higher than 90%. The comparison between surfactants makes it possible to check that the more hydrophobic Triton X-100 and Tween 80 are able to be salted out more easily to the upper phase than the more hydrophilic Triton X-102 or Tween 20 as can can be noticed from the less negative S values of the latter. 3-28 3.-Remediation of Pollutants by Aqueous Two Phase Systems Water 0 Water 0 100 10 10 90 20 80 70 90 100 50 60 70 80 90 Triton X-100 100 100 0 0 N1112OHCl 10 20 30 40 10 0 100 10 80 L 30 70 Triton X-100 80 90 30 20 10 S + 2L 0 70 40 L+L 90 10 S + 2L 100 60 50 80 20 90 50 60 70 30 80 40 70 60 40 L+L 30 100 80 L 50 50 60 20 90 90 40 60 50 10 80 100 20 40 0 70 N1112OHCl 90 70 60 Water 20 30 50 Triton X-100 Water 0 10 S + 2L 0 40 20 90 10 S + 2L 30 80 20 30 40 L+L 70 30 80 20 50 60 40 L+L 10 60 50 50 60 70 L 40 60 50 0 80 30 L 70 90 20 30 40 100 100 N1112OHCl 100 0 0 10 20 Triton X-100 30 40 50 60 70 80 90 100 N1112OHCl Figure 3.7. TLs for the systems {[Triton X-100 (1) + N1112OHCl (2) +H2O (3)} at 298.15 K (), 313.15 K (), 323.15 K (), 333.15 K (). Symbols represent experimental data, solid curved lines refer to model 3-29 3-Remediation of Pollutants by Aqueous Two Phase Systems Water Water 0 0 100 10 90 20 50 60 70 80 90 100 0 10 20 30 40 10 0 100 10 L 30 70 L+L Triton X-102 80 90 30 20 10 S + 2L 0 70 40 90 10 S + 2L 100 60 50 L+L 80 20 90 50 60 70 30 40 70 60 40 80 30 100 80 L 50 50 70 20 90 90 40 60 50 10 80 100 20 80 40 0 70 N1112OHCl 90 60 60 Water 20 30 50 Triton X-102 Water 0 10 100 0 N1112OHCl Triton X-102 20 S + 2L 0 40 30 90 10 S + 2L 100 30 40 80 20 90 20 L+L 70 30 80 10 50 60 40 L+L 60 50 50 70 0 70 40 60 50 80 L 30 70 40 60 90 20 80 L 30 100 10 100 N1112OHCl 100 0 0 10 20 Triton X-102 30 40 50 60 70 80 90 100 N1112OHCl Figure 3.8. TLs for the systems {[Triton X-102 (1) + N1112OHCl (2) +H2O (3)} at 298.15 K (), 313.15 K (), 323.15 K (), 333.15 K (). Symbols represent experimental data, solid curved lines refer to model 3-30 3.-Remediation of Pollutants by Aqueous Two Phase Systems Water 0 Water 0 100 10 90 20 30 80 90 50 60 70 80 90 Tween 80 20 100 100 0 0 N1112OHCl 10 20 30 40 50 10 0 100 10 40 60 Tween 80 80 90 30 20 10 S + 2L 0 70 40 L+ L 90 10 S + 2L 100 60 50 80 20 90 50 60 70 30 80 40 70 L 60 40 L+ L 30 80 50 50 60 20 100 90 30 70 L 50 10 90 100 20 80 30 0 80 N1112OHCl 90 70 70 Water 20 40 60 Tween 80 Water 0 10 S + 2L 0 40 30 90 10 S + 2L L+ L 80 20 30 40 70 30 L+ L 50 60 40 70 20 60 50 50 60 10 70 L 40 60 50 0 80 30 70 L 100 90 20 80 40 100 10 100 N1112OHCl 100 0 0 10 Tween 80 20 30 40 50 60 70 80 90 100 N1112OHCl Figure 3.9. TLs for the systems {[Tween 80 (1) + N1112OHCl (2) +H2O (3)} at 298.15 K (), 313.15 K (), 323.15 K (), 333.15 K (). Symbols represent experimental data, solid curved lines refer to model 3-31 3-Remediation of Pollutants by Aqueous Two Phase Systems Water Water 0 10 0 100 90 20 70 L 60 50 70 80 20 0 60 70 80 90 Tween 20 20 90 10 S + 2L 100 50 100 10 S + 2L 100 0 0 N1112OHCl 10 20 30 40 10 0 100 10 70 40 60 0 Tween 20 70 80 90 40 L+ L 30 20 90 10 S + 2L 100 60 50 80 20 90 50 60 70 30 80 40 70 L 60 40 L+ L 30 100 80 50 50 60 20 90 90 30 L 50 10 80 100 20 80 30 0 70 N1112OHCl 90 70 60 Water 20 40 50 Tween 20 Water 0 30 L+ L 90 40 40 70 30 L+ L 50 60 80 30 60 50 40 20 70 L 40 60 10 80 30 50 0 90 20 80 30 40 100 10 100 N1112OHCl 0 10 S + 2L 100 0 10 20 30 40 Tween 20 50 60 70 80 90 100 N1112OHCl Figure 3.10. TLs for the systems {[Tween 20 (1) + N1112OHCl (2) +H2O (3)} at 298.15 K (), 313.15 K (), 323.15 K (), 333.15 K (). Symbols represent experimental data, solid curved lines refer to model The consistency of the experimental TL data was assessed by the linearization of the Othmer-Tobias (equation 3.9). The values of the fitting parameters and the regression coefficients are displayed in Table 3.12, and reveal the reliability of the models to appropriately characterize the TLs, since R2 is always higher than 0.95. 3-32 3.-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.12. Parameters of Othmer-Tobias equation and correlation coefficient for {Surfactant (1) + N1112OHCl (2) + H2O (3)} at several temperatures. 2 m n R Triton X-100 (1) + N1112OHCl (2) + H2O (3) 2.8138 0.5070 0.999 Triton X-102 (1) + N1112OHCl (2) + H2O (3) 2.2656 0.2554 0.983 Tween 80 (1) + N1112OHCl (2) + H2O (3) 2.4965 0.3959 0.969 Tween 20 (1) + N1112OHCl (2) + H2O (3) 4.2347 1.5663 0.980 Triton X-100 (1) + N1112OHCl (2) + H2O (3) 2.3668 1.0000 0.999 Triton X-102 (1) + N1112OHCl (2) + H2O (3) 3.3485 1.0000 0.999 Tween 80 (1) + N1112OHCl (2) + H2O (3) 3.9707 1.0000 0.967 Tween 20 (1) + N1112OHCl (2) + H2O (3) 3.6668 1.5602 0.989 Triton X-100 (1) + N1112OHCl (2) + H2O (3) 1.0589 1.0000 0.988 Triton X-102 (1) + N1112OHCl (2) + H2O (3) 2.0798 1.0000 0.999 Tween 80 (1) + N1112OHCl (2) + H2O (3) 3.2352 1.0000 0.970 Tween 20 (1) + N1112OHCl (2) + H2O (3) 2.8284 1.0000 0.961 Triton X-100 (1) + N1112OHCl (2) + H2O (3) 0.5519 1.0000 0.976 Triton X-102 (1) + N1112OHCl (2) + H2O (3) 1.4053 1.0000 0.991 Tween 80 (1) + N1112OHCl (2) + H2O (3) 2.2298 1.0000 0.953 Tween 20 (1) + N1112OHCl (2) + H2O (3) 3.6761 1.0000 0.980 T = 298.15 K T = 313.15 K T = 323.15 K T = 333.15 K All in all, the comparison between cholinium and imidazolium-based ionic liquids (N1112OHCl vs. C2C1imC2SO4) shown in Figure 3.11 allows to remark that the use of more hydrophilic ionic liquids involves greater salting out potential for the four selected temperatures, as can be inferred from the binodal curves closer to the origin. This is due to the higher affinity of N1112OHCl for the water molecules, which makes it easier to establish hydrogen bonds and in turn, to trigger surfactant segregation. Additionally, with the purpose of scalingup these systems, it has been demonstrated the suitability of cholinium-based ionic liquids, not only due to its eco-friendly character, but also owing to its greater immiscible region. 3-33 3-Remediation of Pollutants by Aqueous Two Phase Systems 100 100 75 75 50 50 25 25 0 0 0 100 w1 100 w1 313.15 K 20 40 60 80 323.15 K 100 0 20 40 80 333.15 K 60 75 75 50 50 25 25 0 0 25 50 100 w2 75 0 25 50 75 100 w1 100 w1 298.15 K 0 100 100 w2 Figure 3.11. Binodal curves for imidazolium- (full symbols) and choline-based ionic liquids (void symbols) in aqueous solutions of Triton X-100 (), Triton X-102 (), Tween 80 () and Tween 20 (☆) at different temperatures. 3-34 3.-Remediation of Pollutants by Aqueous Two Phase Systems 3.4.2 INORGANIC AND ORGANIC SALTS AS SEGREGATION AGENTS IN AQUEOUS SOLUTIONS OF NON-IONIC SURFACTANTS Although liquid-liquid extraction through ATPS has gained further momentum in recent years with the emergence of ionic liquids (Ventura et al., 2012; Freire et al., 2010), little is known about the effect of conventional salts in aqueous solutions of non-ionic surfactants. Taking into account the above mentioned, this section will be focused on the determination of the immiscibility regions for non-ionic surfactant-based ATPS in the presence of inorganic and organic salts in order to compare their salting out potential with that provided by the studied ionic liquids. As the ATPS obtained with the salts are closer to the water vertex than those observed with choline ionic liquid (even at high temperatures), the effect of salts will only be studied at room temperature. On the other hand, as the salting out effect of some of the salts could be very similar, an orthogonal representation will be given priority over the ternary plot in order to ease the visualization of the ATPS. INORGANIC SALTS AS SEGREGATION AGENTS IN AQUEOUS SOLUTIONS OF NON-IONIC SURFACTANTS In this section, the salting out potential of high charge density inorganic salts based on potassium and ammonium cations (K3PO4, K2CO3, K2HPO4, K2S2O3, K2SO3, (NH4)2HPO4, (NH4)2SO4) will be evaluated to further phase segregation in aqueous solutions of two of the non-ionic surfactants previously mentioned, Triton X-100 and Tween 20, as examples of the most hydrophobic and hydrophilic ones. In all cases, the solubility curves and TLs have been determined prior to model all the experimental data with known equations, such as those reported previously. Additionally, the salting out character has been qualitatively discussed in the light of the Hofmeister series and quantitatively analysed based on thermodynamic parameters. The experimental data making up the phase diagrams of the systems involving the selected surfactants, Triton X-100 and Tween 20, and high density charge inorganic salts, K3PO4, K2HPO4, K2CO3, K2SO3, (NH4)2HPO4 and (NH4)2SO4 were ascertained at 298.15 K and are listed in Tables A.10 and A.11 (see annex), and graphically compared in Figure 3.12. 3-35 3-Remediation of Pollutants by Aqueous Two Phase Systems 0,10 0,10 0,08 0,06 0,06 0,04 0,04 0,02 0,02 -1 0,08 100(w1/M1)(mol·g ) Tween 20 -1 100(w1/M1)(mol·g ) Triton X-100 0,00 0,00 0,04 0,08 100(w2/M2)(mol·g-1) 0,12 0,00 0,04 0,08 0,12 0,00 0,16 100(w2/M2)(mol·g-1) Figure 3.12. Plot of experimental and correlated solubility data of {surfactant (1) + salt (2) +H 2O (3)} at 298.15 K. K3PO4; (), K2HPO4; () K2CO3; (), K2SO3; (), (NH4)2HPO4 (), (NH4)2SO4. Symbols represent experimental data and solid lines refer to model Analogously to other conventional ATPS (Han et al., 2011; Passos et al., 2013), the phase segregation in systems containing surfactants and inorganic salts are the result of a complex balance between the surfactant hydrophobicity and the salting-out potential of the salt to create hydration complexes (Neves et al., 2009), as shown in Figure 3.12. Again, the more hydrophobic or de-structuring compound Triton X-100 (HLB 13.4) is more easily salted out by the inorganic salts than more hydrophilic Tween 20 (HLB 16.7), in line with our previous observations for systems using ionic liquids as salting out agents, or other studies addressing systems composed of ionic liquids and PEGs (Freire et al., 2012b; Rodríguez et al., 2009). On the other hand, the salting-out ability of the inorganic salts can be qualitatively evaluated by means of the Hofmeister series, which ranks the salts in accordance with the solvation capacity of their ions (Hofmeister, 1908). Firstly, in a visual inspection of the Figure 3.12 it becomes clear the existence of a unequivocal salting-out trend for the selected anions: PO43- > HPO42- > CO32- > SO32- when paired with cation K+ and HPO42-> SO42- when the cation is NH4+ . Traditionally, this solvation capacity was qualitatively analysed in terms of chaotropicity or kosmotropicity, depending on the ability of the salts and surfactants to interact with water molecules. Kosmotropes are usually small and highly charged, while chaotropes are large and low charged. In fact, all multivalent ions are highly hydrated and are, therefore, kosmotropic. This is in agreement with the observed trend that trivalent anion has a higher salting out potential than divalent anions. Additionally, the salting-out ability can also be explained in terms of the Gibbs free energy of hydration (∆hydG) (Marcus, 1991). Therefore, based on the data reported previously 3-36 3.-Remediation of Pollutants by Aqueous Two Phase Systems and listed in Table 3.13, the salting-out trend cited previously matches the ∆hydG, due to the fact that ions with a more negative ∆hydG value show a greater salting-out capacity. Table 3.13. Molar Gibbs free energy of hydration (hydG), Jones-Dole viscosity B-coefficients (B), and molar entropy of hydration (hydS). Ions + K -1 hydG/kJ·mol d -93 a -0.008 d -131 a c -440 a d -291 a e -264 a -268 a -219 a -285 3- -2765 2- HPO4 a 0.590 b 0.382 a 0.294 a n.a. d 0.206 -1789 2- -1315 2- -1295 2- -1080 CO3 SO3 SO4 -1 d -1 hydS/J·K ·mol -0.007 + PO4 -1 a -295 NH4 3 B/dm ·mol (25°C) a a (Marcus, 1994), b (Zhao et al., 2011), c (Collins, 2006), d (Zafarani-Moattar & Hamzehzadeh, 2010), e (Jenkins & Marcus, 1995). n.a. not available. In parallel, the salting-out effect of the ions may be interpreted in the light of the JonesDole viscosity B-coefficients. This parameter provides information on the number of water molecules that can be hydrated by a given ion, being a viable tool to analyse the potential salting-out ability of each salt. Several reports have highlighted that ions with more positive Bcoefficients hydrated more water molecules than those presenting lower values, thus suggesting that these ions are more kosmotropes and would exhibit a larger change in viscosity. Hence, the reported values in Table 3.13 confirm the sequence obtained experimentally. Moreover, the results can be interpreted in terms of the molar hydration entropy (hydS), since different authors have stressed the narrow correlation between this thermodynamic parameter and the salting-out effects of anions (Deive et al., 2011a; Zhao et al., 2011). From the data presented beforehand, it is possible to conclude the same sequence stated previously, thus confirming the validity of these thermodynamic parameters to predict the salting-out potential of a given salt. The use of equations (3.6), (3.7) and (3.8) served our goal to proper model the experimental data, ant the values of the fitting parameters and standard deviations are listed in Tables 3.14 to 3.16. The analysis of the standard deviation data () reflects the suitability of four-parameters equations to reproduce the solubility data, in line with our previous results using ionic liquids as salting out agents. 3-37 3-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.14. Parameters of equation (3.6) and standard deviation for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. a b c Triton X-100 (1) + K3PO4 (2) + H2O (3) 0.6059 -1.5791 3.17 10 3 Triton X-100 (1) + K2HPO4 (2) + H2O (3) 0.8129 -3.1755 2.20 10 3 0.0099 1.96 10 3 0.0175 4.61 10 3 0.0140 0.0096 Triton X-100 (1) + K2SO3 (2) + H2O (3) 0.7067 Triton X-100 (1) + K2CO3 (2) + H2O (3) -1.9230 0.7085 -2.0807 0.0093 Triton X-100 (1) + (NH4)2HPO4 (2) + H2O (3) 0.8003 -3.6508 2.79 10 3 Triton X-100 (1) + (NH4)2SO4 (2) + H2O (3) 0.7414 -2.1638 2.79 10 3 0.0090 1.50 10 3 0.0120 1.36 10 3 0.0147 0.0114 Tween 20 (1) + K3PO4 (2) + H2O (3) 0.7944 Tween 20 (1) + K2HPO4 (2) + H2O (3) -3.0380 0.7253 -2.4081 Tween 20 (1) + K2SO3 (2) + H2O (3) 0.8670 -2.7655 1.04 10 3 Tween 20 (1) + K2CO3 (2) + H2O (3) 0.6329 -1.4067 2.43 10 3 0.0180 1.26 10 3 0.0060 1.01 10 3 0.0073 Tween 20 (1) + (NH4)2HPO4 (2) + H2O (3) 0.6072 Tween 20 (1) + (NH4)2SO4 (2) + H2O (3) -2.2515 0.6831 -1.8841 Standard deviation () was calculated by means of equation (2.5). Table 3.15. Parameters of equation (3.7) and standard deviation for {Surfactant (1) + salt (2) + H 2O (3)} at T = 298.15 K. a b c d Triton X-100 (1) + K3PO4 (2) + H2O (3) 0.6134 0.0603 -6.8938 0.1997 0.0063 Triton X-100 (1) + K2HPO4 (2) + H2O (3) 0.6995 -0.3102 -7.3628 14.42 0.0076 Triton X-100 (1) + K2SO3 (2) + H2O (3) 1.2301 -7.0057 17.54 -75.65 0.0062 Triton X-100 (1) + K2CO3 (2) + H2O (3) 0.6942 -0.1440 -7.8539 -4.9286 0.0089 Triton X-100 (1) + (NH4)2HPO4 (2) + H2O (3) 0.5153 1.7651 -15.53 45.96 0.0094 Triton X-100 (1) + (NH4)2SO4 (2) + H2O (3) 0.7219 -0.3995 -5.9607 -4.8432 0.0038 Tween 20 (1) + K3PO4 (2) + H2O (3) 0.9143 -3.6087 6.1465 -33.80 0.0034 Tween 20 (1) + K2HPO4 (2) + H2O (3) 0.7474 -1.5924 -0.0831 -14.77 0.0057 Tween 20 (1) + K2SO3 (2) + H2O (3) 1.0807 -3.0912 0.6065 -3.1472 0.0082 Tween 20 (1) + K2CO3 (2) + H2O (3) 0.7023 -1.8124 3.3389 -49.56 0.0062 Tween 20 (1) + (NH4) 2HPO4(2) + H2O (3) 0.5635 -0.3863 -3.1373 -4.3400 0.0046 Tween 20 (1) + (NH4)2SO4 (2) + H2O (3) 0.6384 0.2136 -6.1804 5.7244 0.0064 Standard deviation () was calculated by means of equation (2.5). 3-38 3.-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.16. Parameters of equation (3.8) and standard deviation for {Surfactant (1) + salt (2) + H 2O (3)} at T = 298.15 K. a b c d Triton X-100 (1) + K3PO4 (2) + H2O (3) 1.2662 -30.29 130.1 -891.6 0.0086 Triton X-100 (1) + K2HPO4 (2) + H2O (3) 1.7720 -33.09 126.2 -742.5 0.0082 Triton X-100 (1) + K2SO3 (2) + H2O (3) 2.1145 -37.09 140.4 -740.7 0.0158 Triton X-100 (1) + K2CO3 (2) + H2O (3) 3.1299 -57.25 244.2 -1550.4 0.0110 Triton X-100 (1) + (NH4)2HPO4 (2) + H2O (3) 0.2900 -13.51 53.35 -531.0 0.0097 Triton X-100 (1) + (NH4)2SO4 (2) + H2O (3) 0.3912 -14.04 59.32 -537.7 0.0106 Tween 20 (1) + K3PO4 (2) + H2O (3) 1.2816 -25.90 95.49 -537.4 0.0110 Tween 20 (1) + K2HPO4 (2) + H2O (3) 0.9430 -21.74 81.37 -466.9 0.0149 Tween 20 (1) + K2SO3 (2) + H2O (3) 1.2283 -19.57 61.79 -328.4 0.0109 Tween 20 (1) + K2CO3 (2) + H2O (3) 1.5672 -34.66 147.0 -879.4 0.0053 Tween 20 (1) + (NH4)2HPO4 (2) + H2O (3) 1.6304 -30.82 107.9 -518.7 0.0076 Tween 20 (1) + (NH4)2SO4 (2) + H2O (3) 2.8351 -40.71 132.7 -519.7 0.0069 Standard deviation () was calculated by means of equation (2.5). The parameters TLL and S, which expressions were illustrated in equations (3.4) and (3.5), respectively, were calculated using the mass fraction of the surfactant (1) and the inorganic salt (2), in the surfactant rich phase (I) and salt-rich phase (II) . The TLL data obtained for each ternary system and the abovementioned parameters are given in Table A.12 (see annex) and the complete phase diagrams obtained for the APTS are presented in Figures 3.13 and 3.14. From these data, it is clear that higher values of TLL correlate with higher salt concentration, in line with the results reported for ionic liquid-based ATPS: as more inorganic salt is present, the bottom phase becomes increasingly structured, thus leading to a higher degree of mass transfer of chaotropic ions to the top phase. The slope of the tie-lines generally increases for the systems containing the more hydrophobic surfactant Triton X-100, which entails a higher segregation of the surfactant to the upper phase, in agreement with previous results using ionic liquids (Deive et al., 2011c). 3-39 80 60 60 40 40 20 20 0 0 10 15 20 5 10 15 20 60 60 40 40 20 20 0 100w1 100w1 5 0 5 100w1 100w1 80 10 15 20 0 10 20 30 60 60 40 40 20 20 0 100w1 100w1 3-Remediation of Pollutants by Aqueous Two Phase Systems 0 0 5 10 15 100w2 20 0 5 10 15 20 25 100w2 Figure 3.13. Experimental and correlated phase diagram and experimental tie-lines of {Triton X-100 (1) + salt (2) +H2O (3)} at 298.15 K. (), K3PO4; (), K2HPO4; () K2CO3; (), K2SO3; (), (NH4)2HPO4; (), (NH4)2SO4; Stars represent TLs. Symbols represent experimental data and solid lines refer to model 3-40 3.-Remediation of Pollutants by Aqueous Two Phase Systems 60 40 40 20 20 100w1 100w1 60 0 0 5 10 15 20 5 10 15 20 40 20 20 100w1 100w1 40 0 0 5 10 15 20 5 10 15 20 40 20 20 100w1 100w1 40 0 0 0 5 10 15 20 100w2 0 5 10 15 20 25 100w2 Figure 3.14. Experimental and correlated phase diagram and experimental TLs of {Tween 20 (1) + salt (2) +H2O (3)} at 298.15 K. (), K3PO4; (), K2HPO4; () K2CO3; (), K2SO3; (), (NH4)2HPO4; (), (NH4)2SO4; Stars represent TLs. Symbols represent experimental data and solid lines refer to model In addition, and similarly to previous systems, the experimental TL data were fitted to Othmer-Tobias equation (3.9) in order to determine the thermodynamic consistency of the experimental data, and the fitting parameters and standard deviations are shown in Table 3.17. Generally speaking, the Othmer-Tobias model fits adequately to the experimental data, as R2 values are always higher than 0.95. 3-41 3-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.17. Parameters of Othmer-Tobias equation and correlation coefficient for {Surfactatn (1) + Salt (2) + H2O (3)} at 298.15 K. Triton X-100 (1) + K3PO4 (2) + H2O (3) 2 m n R 1.3219 8.12 · 10 -2 0.981 0.979 Triton X-100 (1) + K2HPO4 (2) + H2O (3) 1.9861 4.53 · 10 -2 Triton X-100 (1) + K2SO3 (2) + H2O (3) 4.9502 1.00 · 10 -3 0.999 1.65 · 10 -1 0.980 7.99 · 10 -3 0.992 0.975 Triton X-100 (1) + K2CO3 (2) + H2O (3) 1.0613 Triton X-100 (1) + (NH4)2HPO4 (2) + H2O (3) 2.9362 Triton X-100 (1) + (NH4)2SO4 (2) + H2O (3) 4.0612 8.29 · 10 -4 Tween 20 (1) + K3PO4 (2) + H2O (3) 2.0416 3.29 · 10 -2 0.977 1.06 · 10 -1 0.984 2.79 · 10 -2 0.933 0.999 Tween 20 (1) + K2HPO4 (2) + H2O (3) 1.4291 Tween 20 (1) + K2SO3 (2) + H2O (3) 2.2141 Tween 20 (1) + K2CO3 (2) + H2O (3) 1.5903 8.58 · 10 -2 Tween 20 (1) + (NH4)2HPO4 (2) + H2O (3) 1.0478 2.41 · 10 -1 0.993 1.07 · 10 -1 0.992 Tween 20 (1) + (NH4)2SO4 (2) +H2O (3) ORGANIC SALTS AS SEGREGATION AGENTS 1.2985 IN AQUEOUS SOLUTIONS OF NON-IONIC SURFACTANTS The last section of this chapter included the use of organic salts with potassium and ammonium cations (K3C6H5O7·H2O, K2C4H4O6·0.5H2O, K2C2O4·H2O, (NH4)2C4H4O6, NaKC4H4O6) as salting-out agents in aqueous solutions of the non-ionic surfactants Triton X-100 and Tween 20. In line with the biocompatibility reported for cholinium-based salts, these organic salts are recognized as a more environmentally sustainable alternative. The solubility curves and TLs were again determined prior to model all the experimental data and discussed on the basis of the above mentioned parameters. The experimental data of binodal curves for the ternary mixtures of {Triton X-100 or Tween 20 + salts + H2O} at 298.15 K are given in mas fraction in Tables A.13 and A.14 (see annex), and graphically compared in Figure 3.15. 3-42 3.-Remediation of Pollutants by Aqueous Two Phase Systems 0,09 0,09 -1 100(w1/M1)(mol·g ) Tween 20 -1 100(w1/M1)(mol·g ) Triton X-100 0,06 0,06 0,03 0,03 0,00 0,00 0,03 0,06 0,09 0,12 0,00 0,03 100(w2/M2)(mol·g-1) 0,06 0,09 0,12 0,00 0,15 100(w2/M2)(mol·g-1) Figure 3.15. Experimental and correlated solubility data of {surfactant (1) + salt (2) +H 2O (3)} at 298.15 K. (), K3C6H5O7·H2O; (), K2C4H4O6·0.5H2O; (); K2C2O4·H2O, (), NaKC4H4O6; (), (NH4)2C4H4O6. Symbols represent experimental data and solid lines refer to model The analysis of the data in terms of surfactant HLB value reflects a similar behaviour to that concluded previously, as the more chaotropic Triton X-100 involves greater immiscibility windows. Another aspect that confirms the abovementioned trends is the fact that all multivalent ions present a higher hydration capacity. Thus, potassium citrate is the salt showing a stronger ability to form an immiscible area in the presence of aqueous mixtures of surfactants, in line with previous studies (Freire et al., 2012a). In general terms, having fixed the cation K, the ability of these salts to salt-out the selected surfactants from the aqueous solution could be expressed by the following trend: citrate > tartrate > oxalate. This salt-rank effect follows the Hofmeister series, as oxalate is the ion with the weakest interactions with water, thus leading to a smaller biphasic region. It is also interesting to note that the observed sequence is the same for both surfactants, which confirms the observed behaviour. On the other hand, the analysis of the Gibbs free energy of hydration (∆hydG) for the anions under study reveals the following arrangement: (C6H5O7)-3 > (C2O4)-2 > (C4H4O6)-2 (values presented in Table 3.18). These values corroborate the higher kosmotropicity found for trivalent anion in relation to divalent anions. However, it is observed a disagreement in the solubility curve of oxalate ion regarding what should be expected from the (∆hydG) value. In Figure 3.15 is shown that tartrate ion of potassium-based salt entails a slightly larger immiscible region than that obtained for the oxalate ion. This anomalous behaviour was formerly reported with the same salts (Xie et al., 2010; Zafarani-Moattar & Hamzehzadeh, 2010) and might be due to the closer ∆hydG values of tartrate and oxalate ions. 3-43 3-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.18. Molar Gibbs energy of hydration (hydG) of selected ions. Cations -1 hydG/(kJ·mol ) + a C6H6O7 -2763 a C2O4 -2 -1453 a C4H4O6 Na -365 + -295 K + NH4 -1 hydG/(kJ·mol ) Anions -285 -3 c a -2 b -1102 a (Marcus, 1994), b (Zafarani-Moattar & Tolouei, 2008),c (Zafarani-Moattar & Hamzehzadeh , 2011). It is noteworthy that different cations play a distinct role in the phase segregation. The Hofmeister series predicts the following salting out potential: Na+ > K+ > NH4+, in line with the data displayed in Figure 3.15. Thereby, sodium potassium tartrate salt shows a greater saltingout effect than the potassium tartrate salt and this is even more evident for the ammonium tartrate salt. This trend is validated through the ∆hydG, and based on the data shown in Table 3.18 for the cations under study, the salting-out capacity of the salts confirms the commented pattern. Analogously to the inorganic salts, the experimental solubility data were fitted to equations (3.6), (3.7) and (3.8). The optimised parameters and the standard deviations () are listed in Tables 3.19 to 3.21. Table 3.19. Parameters of equation (3.6) and standard deviation for {Surfactant (1) + salt (2) + H 2O (3)} at 298.15 K. a b c Triton X-100 (1) + K3C6H5O7 (2) + H2O (3) 0.6102 -0.7223 1.11 10 3 Triton X-100 (1) + K2C4H4O6 (2) + H2O (3) 0.6258 -0.9012 1.10 10 3 0.0161 2.27 10 3 0.0132 1.36 10 3 0.0131 1.45 10 3 0.0192 3.93 10 2 0.0130 3.15 10 2 0.0102 7.90 10 2 0.0118 4.75 10 3 0.0082 1.26 10 3 0.0060 Triton X-100 (1) + K2C2O4 (2) + H2O (3) Triton X-100 (1) + NaKC4H4O6 (2) + H2O (3) Triton X-100 (1) + (NH4)2C4H4O6 (2) + H2O (3) Tween 20 (1) + K3C6H5O7 (2) + H2O (3) Tween 20 (1) + K2C4H4O6 (2) + H2O (3) Tween 20 (1) + K2C2O4 (2) + H2O (3) Tween 20 (1) + NaKC4H4O6 (2) + H2O (3) Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O (3) Standard deviation () was calculated by means of equation (2.5). 3-44 0.6055 0.5841 0.7107 0.7363 0.7879 0.6632 0.7179 0.5146 -0.6916 -0.9203 -0.7393 -1.8082 -2.2680 -1.4505 -1.8830 -2.2515 0.0109 3.-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.20. Parameters of equation (3.7) and standard deviation for {Surfactant (1) + salt (2) + H 2O (3)} at 298.15 K. a b c d Triton X-100 (1) + K3C6H5O7 (2) + H2O (3) 0.6845 -0.0057 -4.5464 -5.6888 0.0043 Triton X-100 (1) + K2C4H4O6 (2) + H2O (3) 0.7458 -0.4503 -3.6448 -5.7180 0.0079 Triton X-100 (1) + K2C2O4 (2) + H2O (3) 0.6509 0.2349 -5.9209 -11.62 0.0072 Triton X-100 (1) + NaKC4H4O6 (2) + H2O (3) 0.7004 -1.1583 0.1091 -23.11 0.0048 Triton X-100 (1) +(NH4)2C4H4O6 (2) + H2O (3) 0.6305 1.4189 -8.7819 -7.2428 0.0097 Tween 20 (1) + K3C6H5O7 (2) + H2O (3) 1.0711 -3.7285 5.3983 -15.04 0.0039 Tween 20 (1) + K2C4H4O6 (2) + H2O (3) 0.8588 -1.8009 0.2853 -3.8307 0.0050 Tween 20 (1) + K2C2O4 (2) + H2O (3) 0.8177 -1.3059 -1.5895 -4.7615 0.0055 Tween 20 (1) + NaKC4H4O6 (2) + H2O (3) 0.6564 -0.0777 -3.9647 1.3385 0.0044 Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O (3) 0.9331 -1.7585 -0.0154 -4.2035 0.0043 Standard deviation () was calculated by means of equation (2.5). Table 3.21. Parameters of equation (3.8) and standard deviation for {Surfactant (1) + salt (2) + H 2O (3)} at 298.15 K. Triton X-100 (1) + K3C6H5O7 (2) + H2O (3) Triton X-100 (1) + K2C4H4O6 (2) + H2O (3) Triton X-100 (1) + K2C2O4 (2) + H2O (3) Triton X-100 (1) + NaKC4H4O6 (2) + H2O (3) a b c d 3.0296 -42.81 142.3 -5.55 10 2.2385 1.0964 -19.35 -32.10 -25.48 44.67 104.3 107.5 -21.98 2 2 -4.28 10 2 -6.80 10 1 -2.10 10 2 Triton X-100 (1) + (NH4)2C4H4O6 (2) + H2O (3) 1.9152 -29.57 105.5 -5.12 10 Tween 20 (1) + K3C6H5O7 (2) + H2O (3) 4.2920 -47.87 129.6 -3.35 10 2 2 Tween 20 (1) + K2C4H4O6 (2) + H2O (3) 3.7563 -40.87 105.4 -2.62 10 Tween 20 (1) + K2C2O4 (2) + H2O (3) 1.1866 -20.23 65.09 -2.96 10 Tween 20 (1) + NaKC4H4O6 (2) + H2O (3) Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O (3) -5.1659 10.25 31.71 -94.23 -132.3 228.9 2 1 -4.54 10 2 -4.44 10 0.0088 0.0161 0.0130 0.0013 0.0163 0.0113 0.0095 0.0130 0.0014 0.0067 Standard deviation () was calculated by means of equation (2.5). From the standard deviation values, it is possible to conclude that equation (3.8) is the one leading to the most suitable fittings, following the results pointed for previous section of non-ionic surfactant to form ATPS with inorganic salts. The TLL and S obtained for the different compositions from equations (3.4) and (3.5), respectively, are given in Table A.15 (see annex) and represented in Figures 3.16 and 3.17. 3-45 3-Remediation of Pollutants by Aqueous Two Phase Systems 60 40 40 20 20 100w1 100w1 60 0 0 5 10 15 20 5 10 15 20 40 20 20 100w1 100w1 40 0 0 5 10 15 20 5 10 15 20 25 100w2 100w1 40 20 0 0 5 10 15 20 25 100w2 Figure 3.16. Plot of experimental and correlated phase diagram and experimental tiel-lines of {Triton X100 (1) + salt (2) +H2O (3)} at 298.15 K. (), K3C6H5O7·H2O; (), K2C4H4O6·0.5H2O; (); K2C2O4·H2O, (), NaKC4H4O6; (), (NH4)2C4H4O6. Symbols represent experimental data and solid lines refer to model 3-46 3.-Remediation of Pollutants by Aqueous Two Phase Systems 40 40 20 20 100w1 60 100w1 60 0 0 10 20 0 10 20 40 20 20 100w1 100w1 40 0 0 10 20 10 20 30 100w2 100w1 40 20 0 0 10 20 30 100w2 Figure 3.17. Plot of experimental and correlated phase diagram and experimental tiel-lines of {Tween 20 (1) + salt (2) +H2O (3)} at 298.15 K. (), K3C6H5O7·H2O; (), K2C4H4O6·0.5H2O; (); K2C2O4·H2O, (), NaKC4H4O6; (), (NH4)2C4H4O6. Symbols represent experimental data and solid lines refer to model The reliability of the obtained experimental data was again ascertained by means of the Othmer-Tobias (3.9) empirical equation. As can be seen in Table 3.22, the obtained regression coefficients are close to 1 for most of all the salts, which confirms the appropriateness of this model, in agreement with our previous results, and with those reported for other systems consisting of a polymer and sodium citrate (Tubio et al., 2009). 3-47 3-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.22. Parameters of Othmer-Tobias equation and correlation coefficient for {Surfactant (1) + Salt (2) + H2O (3)} at 298.15 K. Triton X-100 (1) + K3C6H5O7 (2) + H2O (3) 2 m n R 2.0045 6.82 · 10 -2 0.999 0.998 Triton X-100 (1) + K2C4H4O6 (2) + H2O (3) 2.7991 2.23 · 10 -2 Triton X-100 (1) + K2C2O4 (2) + H2O (3) 6.3449 1.19 · 10 -5 0.911 1.06 · 10 -2 0.987 4.22 · 10 -2 0.994 0.994 Triton X-100 (1) + NaKC4H4O6 (2) + H2O (3) Triton X-100 (1) + (NH4)2C4H4O6 (2) + H2O (3) 3.0850 2.3186 Tween 20 (1) + K3C6H5O7 (2) + H2O (3) 1.7968 1.04 · 10 -1 Tween 20 (1) + K2C4H4O6 (2) + H2O (3) 1.6462 1.50 · 10 -1 0.999 7.43 · 10 -2 0.994 4.21 · 10 -2 0.994 -1 0.969 Tween 20 (1) + K2C2O4 (2) + H2O (3) Tween 20 (1) + NaKC4H4O6 (2) + H2O (3) Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O (3) 1.7132 2.3201 1.5958 1.59 · 10 In summary, it can be concluded that the use of organic salts as salting-out agents is a viable alternative for the application of ATPS as an eco-friendly method of separation of pollutants in industrial effluents. 3-48 3.-Remediation of Pollutants by Aqueous Two Phase Systems 3.4.3 AQUEOUS TWO PHASE SYSTEMS FOR THE PARTITION OF DYES, PAHS, HEAVY METALS AND EMERGING POLLUTANTS. The suitability of ionic liquids and salts as segregation agents in aqueous solutions of the selected non-ionic surfactants has been ascertained in this PhD thesis, so the application of representative systems (potassium-based organic salts and ammonium-based ionic liquids) for the removal of different pollutants commonly present in industrial effluents and sewage is investigated in this section. REMOVAL OF DYES AND PAHS As already mentioned in the introduction chapter, the need to remove pollutants such as dyes and PAHs from industrial effluents is keeping abreast of current legislation, due to their persistence and toxicity. With this purpose, and since the biological method did not allow to fully remove them from aqueous streams, the partition of each of these pollutants independently and mixed will be evaluated in this section in order to elucidate the suitability of this systems to be coupled to biological processes. The first step for studying the behaviour of the abovementioned chemicals in the phase segregation entails the TLs determination as indicated in section 3.3.2. For achieving this goal, the non-ionic surfactants Triton X-100 and Tween 20 were selected as solubilisation agents for the removal of PAHs (PHE, PYR and BaA) and reactive dyes (RB5 and AB48), respectively, owing to they are the ones with higher and lower hydrophobic character, respectively. One of the valuate tools to quantify the efficiency of the contaminants separation is the extraction capacity, expressed as follows: msurfactant i ) ∙100 mi E (%)= ( (3.10) where misurfactant and mi are the pollutants mass content in the upper phase and the total contaminant mass content, respectively. The separation efficiency at laboratory scale for PAHs and dyes is shown in Table 3.23. 3-49 3-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.23. Extraction Efficiency, (E %), of dyes and PAHs in the top phase for different organic salts in the presence of the non-ionic surfactants Tween 20 and Triton X-100. Surfactant Salting-out agent Pollutant Extraction Efficiency (E %) Tween 20 K3C6H5O7 RB5 98.86 ± 1.51 Tween 20 K2C4H4O6 RB5 98.31 ± 2.50 Tween 20 K2C2O4 RB5 97.58 ± 3.76 Tween 20 K3C6H5O7 AB48 98.98 ± 1.14 Tween 20 K2C4H4O6 AB48 97.26 ± 3.74 Tween 20 K2C2O4 AB48 97.90 ± 1.53 Triton X-100 K3C6H5O7 PHE 93.36 ± 2.63 Triton X-100 K2C4H4O6 PHE 81.94 ± 6.69 Triton X-100 K2C2O4 PHE 92.42 ± 2.73 Triton X-100 K3C6H5O7 PYR 94.12 ± 3.87 Triton X-100 K2C4H4O6 PYR 88.51 ± 6.72 Triton X-100 K2C2O4 PYR 86.98 ± 2.94 Triton X-100 K3C6H5O7 BaA 98.62 ± 0.35 Triton X-100 K2C4H4O6 BaA 84.45 ± 3.56 Triton X-100 K2C2O4 BaA 91.46 ± 5.45 A visual inspection of the results allows concluding very high levels of extraction for all the contaminants no matter the potassium organic salt used. More specifically, it is clear that potassium citrate turned out to be the best contender, since around 90% of extraction is yielded for all pollutants. This agrees the findings reported for the extraction of antioxidants from microalgae (Ulloa et al., 2012a).Therefore, potassium citrate salt was selected for the partition of a mixture of dyes and PAHs. The results of this partition are indicated in Table 3.24 and illustrated in Figure 3.18. As can be seen, the very high levels of partition are again confirmed for both dyes and PAHs, which points out the validity of this technique to be coupled to biological systems. Table 3.24. Extraction Efficiency, (E %), using potassium citrate as salting out agent in aqueous streams containing a mixture of PAHs and dyes. 3-50 Surfactant Salting-out agent Pollutant Extraction Efficiency (E %) Tween 20 K3C6H5O7 RB5 97.28 ± 0.79 Tween 20 K3C6H5O7 AB48 97.61 ± 1.71 Triton X-100 K3C6H5O7 PHE 87.39 ± 5.63 Triton X-100 K3C6H5O7 PYR 81.79 ± 5.55 Triton X-100 K3C6H5O7 BaA 83.80 ± 5.60 3.-Remediation of Pollutants by Aqueous Two Phase Systems Figure 3.18. Partition of dyes(left) and PAHs (right) to the top-phase by means of potassium citratebased ATPS In order to demonstrate the suitability of an ATPS stage using potassium-based salt as biodegradable and nontoxic phase promoters, this technique was applied after the biological treatment of dyes and PAHs. Therefore, given the incomplete degradation of these recalcitrant pollutants after biological treatments (Table 3.25), potassium citrate was added to an obtained effluent containing the PAH and dye mixture in the presence of the corresponding non-ionic surfactant. This stream contains the components of the culture medium that were not used during the biological reaction, the non-biodegraded contaminants and the synthesized metabolites. Henceforth, this complexity demands the demonstration of the ability of the selected organic salt to promote phase segregation and contaminants concentration in the top phase, no matter the medium used. In order to do that, two completely different biotreatment media widely found in literature in biotechnological processes were used: a complex one containing peptone and yeast extract (Deive et al, 2010) and a mineral one (composition detailed in chapter 2, section 2.3.2). The results shown demonstrated the suitability of coupling this ATPS to biologically treated streams, since the remediation percentages found overcome 92% in all cases, independently of the composition of the medium used. Additionally, the global removal yields including the biological and ATPS-based treatment were higher than 98% for the 5 contaminants under study. The visual aspect of the treated effluent can be noticed in Figure 3.19 3-51 3-Remediation of Pollutants by Aqueous Two Phase Systems Table 3.25. Treatment train of the proposed remediation process. Pollutant Remediation percentage Biological treatment % ATPS % Total % RB5 68.65 92.72 97.72 AB48 52.45 96.05 98.12 PHE 59.82 93.60 97.43 PYR 56.33 94.22 97.54 BaA 81.01 92.04 98.50 Total remediation percentage and biological remediation are referred to the initial amount of dye, while ABS remediation values are referred to the concentration existing in the biotreated effluent. Figure 3.19. Treatment train of a biological (on the left) and physical (on the right) process for PAHs and dyes removal The combination of a sequence of remediation techniques has already been tackled by other researchers. Thus, Peng et al. (2008) demonstrated 90% of COD reduction in PAHscontaminated soils by combining a surfactant-based washing prior to a coagulation process. Similarly, benzopyrene degradation levels higher than 75% were achieved by means of a chemical and a biological treatment (ozone oxidation and aerobic biodegradation) (González et 3-52 3.-Remediation of Pollutants by Aqueous Two Phase Systems al., 2011). The suitability of a hybrid technique based on a sequential sonolysis and biodegradation strategy for the remediation of another azo dye (Tectilon Yellow 2G) was also reported by Srinivasan et al. (2011), concluding an increase of the decolourization efficiency from 46 to 66%. Given these results, a tentative flowsheet of the implemented process is proposed in Figure 3.20. Figure 3.20. Flowsheet of the proposed process REMOVAL OF HEAVY METALS Heavy metals are in the limelight due to they have been recognized as carcinogenic, persistent and bioaccumulative contaminants (DeForest et al., 2007). One of the ecological niches most probably to be affected by this kind of contamination are coastal and marine sediments since more than 99% of these compounds that are entering the aquatic ecosystems can be stored in sediments in various forms (Fu & Wang, 2011; Salomons & Stigliani, 1995). In this sense, dredging activities involve the generation of great amounts of polluted marine sediments that should be treated. The remediation methods are often classified into ex situ and in situ, depending on the place where the treatment is carried out. To name a few, washing, electrokinetic remediation or immobilization have been proposed as viable ex situ remediation processes (Peng et al., 2009; Pazos et al., 2013). The sediment washing is a common technique due to its inherent operational simplicity. This strategy consists of transferring metal ions from dredged samples to aqueous solutions. The efficiency of this process can be improved by the addition of specific compounds such as acids, chelating agents and surfactants, which have been proved to further contaminant solubilisation, dispersion and desorption. Therefore, the use of non-ionic surfactants (Triton X-100 and Tween 20) and KSCN as complexation agent in acid media was considered in order to corroborate the viability of non-ionic surfactant-based ATPS for the removal of heavy metals. 3-53 3-Remediation of Pollutants by Aqueous Two Phase Systems In the previous section, the suitable salting-out potential of NaKC4H4O6 salt in aqueous solutions of the selected non-ionic surfactants was demonstrated. In our case, the marine sediments obtained from the Galician coast were mainly polluted with Zn and Cu, so a model solution containing these heavy metals, surfactant and water was employed to study the partition behaviour after addition of the tartrate-based salt. The remediation data were again analysed in terms of extraction capacity, E (%), defined in equation (3.10) and the results obtained are compiled in Table 3.26. The data reveal that heavy metal ions remain in the saltrich phase at concentrations higher than 90% for zinc and 85% for copper. This may be due to the existence of specific interactions between metal and salt ions, so the search of a suitable complexation agent can be a tool to allow an effective separation of the targeted contaminants. Thus, the use of KSCN has been proposed, and the extraction values are also shown in Table 3.26. The analysis of the data permits to conclude a quite different behaviour, since both zinc and copper are mostly segregated to the top phase, at levels higher than 80% and 62%, respectively. Table 3.26. Extraction capacity, E (%) of metal ions in the top phase in the absence and presence of KSCN. System E (%) without KSCN E (%) with KSCN 11.34 ± 1.0 80.96 ± 3.3 6.19 ± 0.7 86.06 ± 4.3 Triton X-100 + NaKC4H4O6 + H2O 14.64 ± 0.8 62.80 ± 6.3 Tween 20 + NaKC4H4O6 + H2O 18.43 ± 7.9 66.19 ± 7.1 +2 Zn Triton X-100 + NaKC4H4O6 + H2O Tween 20 + NaKC4H4O6 + H2O +2 Cu The rationale behind this scenario is explained in terms of the complexation capacity of metals in the presence of tartrate and thiocyanate ions, in accordance with the following equilibrium, where M is the heavy metal (Zn or Cu): (2x-2)- -2 M+2 (aq) + xC4 H4 O6 (aq) ↔ M(C4 H4 O6 )x - (aq) (x-2)- M+2 (aq) + xSCN(aq) ↔ M(SCN)x (aq) Therefore, the presence of the metal-ion complex in the upper phase can be explained based on the competition between thiocyanate or tartrate anions for the metal cations, and the interaction of this complex with the selected non-ionic surfactant, which is the major 3-54 3.-Remediation of Pollutants by Aqueous Two Phase Systems component in this top layer. On the one hand, taking into account the existing tartrate interactions, it can be stated that the presence of tartrate-based complex will be intimately influenced by the standard thermodynamic constant of formation of the metal-tartrate complex. Thus, the order of the formation constant is Cu+2 (log K = 3) > Zn+2 (log K = 2.7) and reveals a higher affinity of copper for the tartrate anion (Meites, 1963). This behaviour points out the higher extraction capacity of Zn, since metal extraction is inversely proportional to the given formation constant. On the other hand, it seems that thiocyanate ions coordinate to copper and zinc with the N end to form tetrahedral complexes, such as [Zn(NCS)4]−2 and [Cu(NCS)4]−2. In this sense, many authors (Rodrigues et al., 2008; Shibukawa et al., 2001) have converged upon the idea that these complexes are present exclusively in non-aqueous solutions, which would justify its preferential partition to the surfactant-rich phase where hydrophobic domains exist. The final stage of this proposal consisted of coupling the proposed ATPS to a previous dredged sediments washing step. The data obtained were also presented in terms of extraction capacity E (%), as can be visualized in Table 3.27. The combined heavy metals remediation strategy yielded total remediation values about 80% or higher for both Zn and Cu, as can be inferred from the extraction data. Table 3.27. Extraction capacity E (%) of metals from marine dredged sediments after sequential treatment. System Temp (K) E (%) Washing E (%) ATPS 298.15 72.3 0.0 88.8 1.1 343.15 78.0 2.7 89.3 1.8 298.15 85.6 2.7 89.4 0.7 343.15 89.4 8.1 89.3 1.4 298.15 77.0 0.1 85.7 0.8 343.15 84.1 0.1 84.9 2.4 298.15 98.4 0.2 85.3 4.6 343.15 98.4 0.1 88.8 3.5 +2 Zn Triton X-100 + NaKC4H4O6 + H2O Tween 20 + NaKC4H4O6 + H2O +2 Cu Triton X-100 + NaKC4H4O6 + H2O Tween 20 + NaKC4H4O6 + H2O It becomes patent that the use of Tween 20 is always preferred than Triton X-100. This fact may be explained in terms of the different hydrophobicity of both non-ionic surfactants. The data obtained demonstrate that thiocyanate-based complexes show a preferential 3-55 3-Remediation of Pollutants by Aqueous Two Phase Systems interaction for the more hydrophilic Tween 20, in line with the data obtained for the model systems containing the heavy metals (see Table 3.26). In the wake of the demonstration of the promising remediation efficiency, a flowsheet of the proposed process is shown in Figure 3.21. Figure 3.21. Flowsheet of the proposed non-ionic surfactant-based separation process The presented approach involves different advantages when compared with the EPA Method 3010 and 3050 recommended for heavy metal extraction. First of all, it is clear that the use of room temperature do not involve any decline in the metal ions remediation levels (see Table 3.27), which is advantageous from an economic standpoint. Additionally, the use of this alternative avoid the use of nitric acid in the washing, which is also beneficial in terms of environmental and health risks. In view of the above, the non-ionic surfactant Tween 20 has been proposed to be salted out with sodium potassium tartrate and using potassium thiocyanate as a complexing agent, in order to propose a viable metal remediation strategy for marine sediments. This first contribution tackles just the viability of this separation technique for metal removal, although a deep study must be undertaken in order to search for an effective second stage to recycle the selected components. The removal of metals and thiocyanate is not complicated, since their precipitation could be achieved by just modifying the pH or adding compounds such as ferric sulfate. In relation to sodium potassium tartrate, there are several strategies that could be implemented, such as salt recovery by evaporation or reverse osmosis, or even the effluent disposal in a sewage treatment plant, since this salt is completely biodegradable. Finally, regarding the non-ionic surfactant, after having used it for several cycles (sediments washing ATPS), the above mentioned treatment for thiocyanate and metals removals should be applied, and then it could be reused again. 3-56 3.-Remediation of Pollutants by Aqueous Two Phase Systems REMOVAL OF EMERGING POLLUTANTS Emerging contaminants are currently gaining social awareness due to their potential deleterious effects in the environment. Nevertheless, there is still an absence of legislation and only the Water Framework Directive (2000/60/EC) presents vague guidelines related to the water policies in the EU. Among the emerging pollutants, non-steroidal anti-inflammatory drugs (NSAIDs) are the most utilized group of analgesic and anti-inflammatory drugs worldwide, due to their suitability to treat the pain triggered by common illnesses (Toledo & Álvarez, 2015). Thus, the last report by the Spanish Ministry of Health stresses that arylpropionic derivatives are by far the largest used pharmaceuticals (about 65.1 % of the total drug consumption), being ibuprofen the one with higher intake rate (43.9%) and diclofenac, an arylacetic acid derivative, the second one (Ministerio de España, 2000-2012). This scenario has compelled to analyse the possible presence of these compounds in the environment, as they can be excreted without having been metabolized, particularly ibuprofen and diclofenac concentration has been detected in the inlet streams of different Waste Water Treatment Plants (WWTPs) at concentration levels of 516 and 250 ng·L-1, recording less than 50% and 15% of removal in the outlet effluents, respectively (Rivera-Utrilla et al., 2013). Given the observed limitations of WWTPs, new treatment strategies have been investigated such as advanced oxidation processes or membrane technologies (Prieto-Rodríguez et al., 2012; Petrovic et al., 2003). ATPS have emerged as a valuable separation strategy and this method has demonstrated its capacity for the removal of NSAIDs and estrogens by using ionic liquids (Silva et al., 2014; Dinis et al., 2015). Therefore, the use of the ionic liquid N1112OHCl was proposed as salting out agent to check the versatility of the ATPS investigated previously. In this sense, a non-ionic surfactant with intermediate hydrophobicity (Tween 80) was used to implement the extraction of the selected emerging contaminants, ibuprofen and diclofenac, at the lowest and highest temperatures, 298.15 and 333.15 K. The efficiency of the NSAIDs removal was expressed beforehand in equation (3.10) where misurfactant and mi is the NSAID mass content in the upper phase and the total NSAID mass content, respectively. The impact of temperature and feed concentration on the ibuprofen and diclofenac extraction can be noticed in Figure 3.22. In general, it becomes patent that very high values of NSAIDs extraction to the top phase (always greater than 90%) are recorded for the temperature range and feed concentrations employed. 3-57 3-Remediation of Pollutants by Aqueous Two Phase Systems T = 333.15 K T = 298.15 K E (%) 100 Ibuprofen 95 Diclofenac 90 85 80 1 2 3 4 5 6 7 8 9 10 11 12 Feed composition (w1F, w2F) Figure 3.23. Extraction percentage (E (%)) of ibuprofen () and diclofenac () for different feed composition in systems Tween 80 + N1112OHCl +H2O at 298.15 and 333.15 K However, the chemical nature of the contaminant seems to slightly impact the extraction yields attained, since ibuprofen is generally removed at higher rates than diclofenac Figure 3.24. This fact may be attributed to the different affinity of the contaminants for the organic phase. Usually, one way to measure this affinity is by analysing the log K ow values. In this particular case, log Kow for ibuprofen and diclofenac is 2.48 and 1.90, respectively (Scheytt et al., 2005) which further demonstrates the higher migration of ibuprofen to the surfactantrich phase. Ibuprofen Diclofenac Figure 3.24. Structures of the NSAIDs Regarding the effect of N1112OHCl concentration in the feed (Figure 3.23 and Table 3.27) when fixing the TL, it can be concluded that higher levels of ionic liquid are associated with slightly lower NSAIDs extraction levels. In this sense, it is also outstanding that the operation at room temperature does not jeopardize the achievement of high levels of pollutant removal (in 3-58 3.-Remediation of Pollutants by Aqueous Two Phase Systems some cases even near to 100%), which is a clear operational advantage from an industrial point of view, as observed in the case of heavy metals extraction. Apart from the abovementioned benefits, the operation at feed concentrations near to the N1112OHCl vertex involves contaminant concentration factors greater than 10 without compromising too much the contaminant migration to the upper phase (E higher than 90%). Table 3.27. Extraction capacity for Tween 80 (1) + N1112OHCl (2) + H2O (3) at several temperatures. I 100 w1 I 100 w2 II 100 w1 II 100 w 2 100w2 %E (Ibuprofen) %E (Diclofenac) 72.29 17.21 99.88 99.58 41.23 39.20 98.65 96.77 14.96 57.71 95.25 89.65 59.96 14.97 99.51 99.89 39.47 27.03 99.45 99.18 14.96 40.60 98.06 97.22 71.75 14.33 99.63 98.81 41.21 35.20 98.93 98.72 15.39 52.75 98.19 95.94 40.16 14.48 98.72 98.42 23.02 23.25 99.24 99.12 11.39 29.27 98.45 97.20 F 100w1 F T = 298.15 K 95.23 72.35 0.95 8.09 0.18 0.35 68.61 49.43 T = 333.15 K 92.04 46.93 0.96 11.86 0.20 0.35 64.33 35.84 The proposed alternative could be suitably implemented for the removal of emerging pollutants from an aqueous effluent. The process flowsheet diagram (Figure 3.25) integrates this one-step separation strategy after a NSAIDs-polluted soil washing stage ,using an aqueous solution of Tween 80 (5%) as solubilizing agent (point 1 in the Figure). N1112OHCl should be added up to the concentration marked as 2 in the phase diagram is attained, leading to a an upper phase where more than 90% of ibuprofen and diclofenac have migrated and concentrated more than 10 times in a phase almost exclusively formed by Tween 80 (95%). Given the interest of these data, the process should be optimized in order to analyze the reusability of both Tween 80 and N1112OHCl. All in all, this novel process allows a one stepremoval of two of the most common emerging contaminants, which is competitive when compared with two recent processes recently reported requiring two or even three combined techniques (chemical, physical and biological) to yield similar levels of NSAIDs removal (Ibáñez et al., 2013; Ávila et al., 2015). 3-59 3-Remediation of Pollutants by Aqueous Two Phase Systems Water Water 0 1 100 10 90 20 80 30 70 40 60 50 50 60 3 40 >10 x 70 5x 30 2.5 x 80 20 2 1.3 x 90 10 4 100 Tw 80 Tween 80 0 0 10 20 30 40 50 60 70 80 90 100 Choline Chloride N1112OHCl Choline Chloride Washing solution 2 Ibu+Dcf-polluted soil 4 Tween 80 +Ibu+Dcf Clean soil Water+Choline Chloride P-1 / WSH-101 Soil Washing Ibu+Dcf-polluted stream 1 P-2 / MSX-101 3 Mixer-Settler Extraction Figure 3.25. Flowsheet diagram for the aqueous biphasic system-based removal of ibuprofen and diclofenac from waste effluents obtained after soil washing with aqueous solution of Tween 80 (5%). 3-60 3.-Remediation of Pollutants by Aqueous Two Phase Systems 3.5 CONCLUSIONS Throughout this chapter, the viability of non-ionic surfactant-based ATPS using several salting-out agents such as ionic liquids, inorganic and organic salts was tackled. Representative examples of these systems were applied for the removal of pollutants of different nature like dyes, PAHs, heavy metals or drugs. It was concluded that: The ability of imidazolium and cholinium cations and inorganic and organic salts for achieving liquid-liquid demixing in aqueous solutions of non-ionic surfactants polyethoxylated sorbitan (Tween) and polyoxyethylene octylphenol (Triton) families. The solubility and TL data were suitably correlated with four parameters-based equations and Othmer-Tobias model, respectively. The immiscibility region was strongly influenced by both temperature and hydrophobic character of the ionic liquid and the non-ionic surfactant. The Hofmeister series, the Gibbs free energy of hydration (∆hydG), the molar hydration entropy (∆hydS) and the Jones-Dole viscosity B-coefficients allowed to corroborate the following sequence for cations (K+ > NH4+) and with respect to inorganic anions (PO4-3 > HPO4-2 > CO3-2 > SO3-2 > SO4-2) and for organic anions ((C6H5O7)-3 > (C2O4)-2 > (C4H4O6)-2). The higher extraction efficiency by means of ATPS for a model system achieved for dyes (>93%) and PAHs (>80%) no matter the potassium organic salts used. The feasibility of the process was demonstrated in effluents released from biological treatments using complex and synthetic biotreatment medium, demonstrating the suitability of this physical technique to be coupled after biological stages in sewage treatment plants. 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The response of this microorganism to the presence of these neoteric contaminants after a two month-period of acclimation in a batch bioreactor led to the production of a biopolysaccharide. Second, the versatility of this acclimated bacterium for dye removal was checked, as a prior step to propose it in a simultaneous biotreatment of dyes and PAHs. Two model reactive dyes (RB5 and AB48) were checked both independently and mixed. The biological process was satisfactorily scaled-up, and values higher than 75% were attained in less than 2 days for both dyes individually and mixed at small scale. Additionally, 80% of removal was reached in less than 1 day at stirred tank bioreactor. Third, this adapted bacterium was suitable proposed for the biotreatment of an effluent polluted with a model dye and three model PAHs. A suitable medium composition and the optimum operating conditions of pH, temperature and agitation (7.0, 310.5K and 146 rpm, respectively) were determined after RSM optimization, and remediation levels higher than 60% were obtained. The validity of these conditions was checked at flask and bioreactor scale and the kinetics behavior of the pollutants removal were elucidated. Finally, the simulation of this one-step process applied at larger scale for the remediation of a 200,000 m3/year-effluent from a leather factory was compared with a conventional twosteps option proving the promising potential of the proposed process in terms of economics and throughput capacity. 4-3 4.-Conclusions 4.2 WITH REGARD TO REMEDIATION OF POLLUTANTS BY AQUEOUS TWO PHASE SYSTEMS First, The ability of imidazolium and cholinium cations and inorganic and organic salts for achieving liquid-liquid demixing in aqueous solutions of non-ionic surfactants polyethoxylated sorbitan (Tween) and polyoxyethylene octylphenol (Triton) families. Second, the solubility and TL data were suitably correlated with four parameters-based equations and Othmer-Tobias model, respectively. Third, the immiscibility region was strongly influenced by both temperature and hydrophobic character of the ionic liquid and the non-ionic surfactant. Fourth, the Hofmeister series, the Gibbs free energy of hydration (∆hydG), the molar hydration entropy (∆hydS) and the Jones-Dole viscosity B-coefficients allowed to corroborate the following sequence for cations (K+ > NH4+) and with respect to inorganic anions (PO4-3 > HPO4-2 > CO3-2 > SO3-2 > SO4-2) and for organic anions ((C6H5O7)-3 > (C2O4)-2 > (C4H4O6)-2). Sixth, the higher extraction efficiency by means of ATPS for a model system achieved for dyes (>93%) and PAHs (>80%) no matter the potassium organic salts used. The feasibility of the process was demonstrated in effluents released from biological treatments using complex and synthetic biotreatment medium, demonstrating the suitability of this physical technique to be coupled after biological stages in sewage treatment plants. Seventh, the extraction efficiency in a metal removal process after a sediment washing step and a subsequent ATPS concentration stage allowed removal levels higher than 90% for Zn and 80% for Cu. Eighth, the potential of a truly biocompatible platform for the remediation and concentration of emerging contaminants such as ibuprofen and diclofenac from polluted effluents obtained after a soil washing strategy has been demonstrated by using choline chloride (N1112OHCl). 4-4 5. QUALITY CRITERIA OF PUBLICATIONS 5.-Quality Criteria of Publications Journal of Chemical Thermodynamics “Triton X surfactants to form aqueous biphasic systems: experimental and correlation” (2012) 54, 385-392. “On the phase behaviour of polyethoxylated sorbitan (Tween) surfactants in the presence of potassium inorganic salts” (2012) 55, 151-158. “Phase segregation in aqueous solutions of non-ionic surfactants using ammonium, magnesium and iron salts” (2014) 70, 147-153. “Influence of the addition of Tween 20 on the phase behaviour of ionic liquids-based aqueous systems” (2014) 79, 178-183. “Aqueous immiscibility of cholinium chloride ionic liquid and Triton surfactants” (2015) 91, 86-93. Full Journal Title: Journal of Chemical Thermodynamics Impact factor in 2014: 2.679 ISSN: 0021-9614 Journal Country/Territory: England Publisher: ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD Area & Position in 2014: Q1 in Thermodynamics, 7 of 55 Journal of Chemical Thermodynamics 3 Impact factor 2 1 0 2009 2010 2011 2012 2013 2014 2015 Year 5-3 5.-Quality Criteria of Publications Industrial & Engineering Chemistry Research “Environmentally benign sequential extraction of heavy metals from marine sediments” (2014) 53, 8615-8620. Full Journal Title: Industrial & Engineering Chemistry Research Impact factor in 2014: 2.587 ISSN: 0888-5885 Journal Country/Territory: United States Publisher: American Chemical Society. Area & Position in 2014: Q1 in Engineering, Chemical, 27 of 134 Industrial & Engineering Chemistry Research 3 Impact factor 2 1 0 2009 2010 2011 2012 Year 5-4 2013 2014 2015 5.-Quality Criteria of Publications Bioresource Technology “Novel physico-biological treatment for the remediation of textile dyes-containing industrial effluents” (2013) 146, 689-695. “Hybrid sequential treatment of aromatic hydrocarbons-polluted effluents using nonionic surfactants as solubilizers and extractants” (2014) 162 259-265. “Simultaneous biotreatment of Polycyclic Aromatic Hydrocarbons and dyes in a one-step bioreaction by an acclimated Pseudomonas strain” (2015) (In press, DOI 10.1016/j.biortech.2015.08.125). Full Journal Title: Bioresource Technology Impact factor in 2014: 4.494 ISSN: 0960-8524 Journal Country/Territory: Netherlands Publisher: Elservier Sci. Ltd Area & Position in 2014: Q1 in Agricultural Engineering, 1 of 12 Bioresource Technology 6 Impact factor 4 2 0 2009 2010 2011 2012 2013 2014 2015 Year 5-5 5.-Quality Criteria of Publications RSC Advances “Ionic liquids and non-ionic surfactants: a new marriage for aqueous segregation” (2014) 4, 32698-32700. “Microbial adaptation to ionic liquids” (2015) 5, 17379-17382. “Acclimation to ionic liquids: Enhancing the biotreatment potential of a Pseudomonas strain”. (Under review) Full Journal Title: RSC Advances Impact factor in 2014: 3.840 ISSN: 2046-2069 Journal Country/Territory: England Publisher: Royal Society of Chemistry Area & Position in 2011: Q1 in Chemistry, Multidisciplinary, 33 of 157 RSC Advances 4 Impact factor 3 2 1 0 2009 2010 2011 2012 Year 5-6 2013 2014 2015 5.-Quality Criteria of Publications Separation and Purification Technology “A biocompatible stepping stone for the removal of emerging contaminants”. (2015) 153, 91-98. Full Journal Title: Separation and Purification Technology Impact factor in 2014: 3.091 ISSN: 1383-5866 Journal Country/Territory: Netherlands Publisher: ELSEVIER SCIENCE BV Area & Position in 2014: Engineering, Chemical 16 of 134. Separation and Purification Technology 4 Impact factor 3 2 1 0 2009 2010 2011 2012 2013 2014 2015 Year 5-7 5.-Quality Criteria of Publications 5-8 5.-Quality Criteria of Publications PUBLICATIONS AND PATENTS IN ANNEX ANNEX 1. MICROBIAL ADAPTATION TO IONIC LIQUIDS (RSC ADVANCES, 2015, 5: 17379-17382. ANNEX 2. ACCLIMATION POTENTIAL OF A TO IONIC LIQUIDS: ENHANCING THE BIOTREATMENT PSEUDOMONAS STRAIN (RSC ADVANCES, 2015, UNDER REVIEW). ANNEX 3: SIMULTANEOUS BIOTREATMENT HYDROCARBONS DYES AND IN A OF POLYCYCLIC AROMATIC ONE-STEP BIOREACTION BY AN ACCLIMATED PSEUDOMONAS STRAIN (BIORESOURCE TECHNOLOGY, 2015, ACCEPTED FOR PUBLICATION). ANNEX 4: IONIC LIQUIDS AND NON-IONIC SURFACTANTS: A NEW MARRIAGE FOR AQUEOUS SEGREGATION (RSC ADVANCES, 2014, 4: 32698-32700). ANNEX 5: AQUEOUS IMMISCIBILITY OF CHOLINIUM CHLORIDE IONIC LIQUID TRITON SURFACTANTS (JOURNAL OF AND CHEMICAL THERMODYNAMICS, 2015, 91: 86-93). ANNEX 6: A BIOCOMPATIBLE STEPPING STONE FOR THE REMOVAL OF EMERGING CONTAMINANTS (SEPARATION AND PURIFICATION TECHNOLOGY, 2015, IN PRESS DOI 10.1016/J.SEPPUR.2015.08.039). ANNEX 7: TRITON X SURFACTANTS EXPERIMENTAL AND TO FORM AQUEOUS BIPHASIC SYSTEMS: CORRELATION (JOURNAL OF CHEMICAL THERMODYNAMICS, 2012, 54: 385-392). ANNEX 8: ON THE PHASE BEHAVIOUR OF POLYETHOXYLATED SORBITAN (TWEEN) SURFACTANTS IN THE PRESENCE OF POTASSIUM INORGANIC SALTS (JOURNAL OF CHEMICAL THERMODYNAMICS, 2012, 55: 151-158). 5-9 5.-Quality Criteria of Publications ANNEX 9: NOVEL PHYSICO-BIOLOGICAL TREATMENT FOR THE REMEDIATION OF TEXTILE DYES-CONTAINING INDUSTRIAL EFFLUENTS (BIORESOURCE TECHNOLOGY, 2013, 146: 689-695. ANNEX 10: HYBRID SEQUENTIAL TREATMENT OF AROMATIC HYDROCARBONS- POLLUTED EFFLUENTS USING NON-IONIC SURFACTANTS AS SOLUBILIZERS AND EXTRACTANTS (BIORESOURCE TECHNOLOGY, 2014, 162: 259-265). ANNEX 11: PHASE SEGREGATION IN AQUEOUS SOLUTIONS SURFACTANTS USING AMMONIUM, MAGNESIUM OF AND IRON SALTS NON-IONIC (JOURNAL OF CHEMICAL THERMODYNAMICS, 2014, 70: 147-153. ANNEX 12: INFLUENCE OF THE ADDITION OF TWEEN 20 ON THE PHASE BEHAVIOUR OF IONIC LIQUIDS-BASED AQUEOUS SYSTEMS (JOURNAL OF CHEMICAL THERMODYNAMICS, 2014, 79: 178-183). ANNEX 13: ENVIRONMENTALLY BENIGN SEQUENTIAL EXTRACTION METALS FROM OF HEAVY MARINE SEDIMENTS (INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2014, 53: 8615-8620). ANNEX 14: PROCESO INTEGRADO DE REMEDIACIÓN AROMÁTICOS POLICÍCLICOS MEDIANTE COMBINACIÓN DE DE HIDROCARBUROS BIODEGRADACIÓN Y SISTEMAS ACUOSOS BIFÁSICOS (SPANISH PATENT, APPLICATION NUMBER 201301068, 2013). 5-10 ANNEX 1 MICROBIAL ADAPTATION TO IONIC LIQUIDS (RSC ADVANCES, 2015, 5: 17379-17382). RSC Advances COMMUNICATION Microbial adaptation to ionic liquids† Cite this: RSC Adv., 2015, 5, 17379 M. S. Álvarez, A. Rodrı́guez,* M. A. Sanromán and F. J. Deive* Received 12th September 2014 Accepted 29th January 2015 DOI: 10.1039/c4ra10283e www.rsc.org/advances One out of 10 microorganisms from extreme locations was adapted to the presence of common families of ionic liquids, which have lately emerged as “contaminants on the horizon”. A 10-fold higher tolerance was concluded for the ionic liquid-resistant strain. A biopolymer was secreted as an adaptation response. Over the last years, environmental concerns have highlighted the extensive and increasing importance of implementing industrial processes using greener solvents. In particular, the replacement of volatile organic compounds with ionic liquids has set the pace for the achievement of truly revolutionary processes. Although the low vapour pressure1 of ionic liquids may reduce the air pollution with respect to the typical volatile organic compounds, some of them show a high solubility in water, thus becoming persistent pollutants in both the aquatic and the soil environment.2 These neoteric solvents can be considered as new emerging contaminants since they are already used with some extant processes at an industrial scale in companies such as BASF (BASIL, aluminium plating, cellulose dissolution), and the annual production of some of them surpasses the ton magnitude. Accordingly, ionic liquids are assumed to gain environmental relevance and they have recently been reported as “contaminants on the horizon”.3 Therefore, the proposal of efficient methods for their removal falls into one of the priorities established in the current global environmental water policies. Among the existing alternatives for pollutants remediation, biological methods stand out as more environmentally sustainable ones and they bear a rather positive social image, instead of their chemical and physical counterparts. Up to date, most biological assays for ionic liquids as pollutants have been dened under static laboratory conditions and with the same type of microorganisms that despite their importance are usually unrealistic, failing to reproduce the numerous abiotic and biotic processes occurring in the environment. In general, the studies of environmental fate and toxicity of ionic liquids have shown that the most common families present a considerable toxicity, which varies across organisms and trophic levels.4 Generally speaking, different ionic liquids have been reported to be highly toxic to microorganisms due to different mechanisms: be it through increase in osmotic pressure, a modication of membrane uidity and structure, or an alteration of enzymatic activity.5 Since ionic liquids pose a breakthrough in the chemical industry, the hunt of novel bacterial strains and/or engineered existing strains for ionic liquid tolerance is critical. One solution to this problem could be placed in extreme microorganisms, which would play a role as “ionic liquids-metabolizers”. Our preliminary data6 allowed us to conclude that the environmental pressure caused by high petroleum hydrocarbon load and, to a lesser extent, by high-salinity in soil, augmented the microbial capacity to actively grow or to survive short or long periods of exposure to ionic liquids. Starting from this premise, we have bet in this kind of microorganisms as viable candidates for ionic liquids bioremediation. With this aim, several commercial families of ionic liquids have been proposed as chemical pressure in the culture medium to select the most promising microbial strain in terms of ionic liquid endurance. Their structure is shown in Fig. 1. Department of Chemical Engineering, University of Vigo, 36310, Vigo, Spain. E-mail: [email protected]; [email protected]; Fax: +34 986812383; Tel: +34 986812312 † Electronic supplementary 10.1039/c4ra10283e information (ESI) This journal is © The Royal Society of Chemistry 2015 available. See DOI: Fig. 1 Structure of ionic liquids used. RSC Adv., 2015, 5, 17379–17382 | 17379 RSC Advances Considering the basic denition of ionic liquids as molten salts it makes sense to test the response of marine bacteria like Shewanella oneidensis and Halobacterium salinarum as representative halotolerant microorganisms. In relation to the ionic liquids role as organic compounds, Staphylococcus warneri, Pseudomonas stutzeri, and Consortium C26b are also interesting since they are bacteria commonly found in industrial polluted areas.7,8 Moreover, thermophilic microorganisms are getting increasing attention in biotechnology due to the fact that their enzymes are better suited to operate under harsh industrial processes. For this reason, Anoxybacillus avithermus and Thermus thermophilus HB27 were chosen as representative thermophiles to analyse their tolerance to the presence of ionic liquids. Finally, two white-rot fungi with demonstrated capacity to degrade persistent contaminants were also included in this initial screening: Phanerochaete chrysosporium and Trametes versicolor. Their growth curves in the absence of ionic liquids are shown in ESI (Fig. S2 and S3†). The ionic liquids toxicity was evaluated by means of their minimal inhibitory concentration (MIC) and minimal lethal concentration (MLC), through microorganisms cultivation in 96-well plates in mineral medium supplemented with glucose as carbon source (10 g L1), ionic liquids concentrations 0.005, 0.010, 0.025, 0.05, 0.1, 0.2, 0.5, 1.0, and 1.5 M, and the growth was monitored by UV spectrometry at 600 nm. Although no differences were observed for the MIC values, the analysis of the MLC data (listed in Table 1) conrmed that the microbial agents obtained from polluted locations (P. stutzeri, St. warneri and Consortium C26b) and the marine bacteria (S. oneidensis) show a higher resistance to thrive under the pressure of these neoteric solvents. The hypothesis that both hydrocarbon load and salinity could improve the possibilities of survival is thus conrmed, in agreement with our previous ndings.6 The analysis of the selected cations in terms of toxicity reveals that phosphonium is the one leading to a greater lethal effect. The information coming from the literature about the hazards of this family is still scarce and not conclusive, although the initial data provided by Coutinho and coworkers allow conrming our results.9 In relation to the anion, a slightly higher toxicity of the [C1SO4] is observed. This seems to contradict the statement that a longer alkyl chain leads to higher toxicity.10 Nonetheless, it should be noted that the rst member of a family is usually an Communication outlier (not following an extrapolation of the trend presented by the others), so that could explain this behaviour. The comparison of the MLC values obtained with relevant literature data reveals that both the microbial agents obtained from polluted and marine locations are highly resistant to the studied ionic liquids, since concentration levels up to 1 M are tolerated. These values are higher to those reported in literature11 for model bacteria and yeasts. Additionally, these microorganisms were able to survive at concentrations almost similar to those reported for the most biocompatible ionic liquids based on cholinium cations.12 It is necessary to highlight that P. stutzeri was the bacterium leading to the highest values of biomass under the pressure of ionic liquids. Therefore, this bacterium was selected as a viable candidate for an acclimation process. Aer two months in a lab-scale bioreactor in the presence of [C2C1im][C2SO4] (200 mM), under controlled agitation, aeration and temperature, the microbial biomass was collected to further investigate the existence of some kind of acclimation. The analysis of this strain revealed MLC levels one order of magnitude higher for imidazolium and pyridinium cations, and 2 times higher for phosphonium-based ionic liquid. Additionally, cell concentration data (shown in Table 2, and graphically represented in ESI in Fig. S4 to S11†) allow concluding very high values for the adapted P. stutzeri, no matter the culture medium used (both rich and mineral). This is advantageous because the use of a mineral medium is preferred to approach future studies of bioremediation. Hence, the results obtained suggest that acclimation is taking place, which can be due to a phenotypic and/or genetic change. Up to date, no information has appeared in the literature indicating the viability of ionic liquid adaptation of microorganisms. It is also interesting to notice that the adaptation of P. stutzeri to imidazolium-based ionic liquids involved and acquired resistance to the stress of other commercially available ionic liquid families. Notwithstanding the fact that the specic mechanisms of toxicity are currently not wellunderstood, there are several research lines that point to different strategies to unravel the microbial response to the Table 2 Microbial growth of the selected microorganisms at maximum ionic liquid concentration in mineral (MM) and rich medium (RM). () no growth; (+) A600 ¼ 0.1–0.4; (++) A600 ¼ 0.4–0.6; (+++) A600 > 0.6 [C2Py][C2SO4] MLC values of the selected microorganisms under the pressure of different ionic liquids. White colour indicates no growth in the tested range, and grey colour shows growth Table 1 P. s. P. s. a S. o. St. w. C26b H. s. P. c. T. v. T. t. A. f. 17380 | RSC Adv., 2015, 5, 17379–17382 [C2C1im][C1SO4] [C2C1im][C2SO4] [P4441][C1SO4] MM RM MM RM MM RM MM RM +++ +++ +++ +++ ++ ++ +++ +++ ++ ++ + + + + ++ ++ +++ ++ ++ ++ ++ +++ +++ +++ ++ ++ ++ ++ + + ++ +++ ++ ++ ++ ++ +++ +++ +++ +++ + +++ +++ + + + ++ + ++ + + ++ ++ +++ ++ ++ + + ++ This journal is © The Royal Society of Chemistry 2015 Communication RSC Advances biopolysaccharides also confers special advantages for the formation of biolms, which allow a higher withstanding to nutrient deprivation, pH changes, or contaminants charge swings.15,16 Thus, the presence of these biopolymers could be benecial for biosorption, bioaccumulation or biomineralization strategies.17 Visual aspect of P. stutzeri wild (left) and adapted (right) in the presence of ionic liquids. Fig. 2 SEM images of wild (left) and ionic liquids-adapted (right) P. stutzeri. Conclusions In this work, a preliminary screening among microorganisms from extreme biotopes (high temperature, hydrocarbon load and salinity) allowed conrming the suitability of extreme microorganism from locations with both high salt and hydrocarbon charge to thrive under the presence of common families of ionic liquids. The existence of microbial acclimation to the presence of ionic liquids was demonstrated for the rst time by a two-month cultivation of P. stutzeri in a stirred tank bioreactor. Finally, the production of a biopolysaccharide was the permanent response obtained to the continuing exposure to the presence of ionic liquids. Fig. 3 presence of ionic liquids, such as the modication of membrane permeability, enzyme detoxication, or the synthesis of metabolites allowing the entrapment of the contaminant, both extracellular- and intracellularly.13 In this sense, the ionic effect related to the presence of the ionic liquid in aqueous solutions should also be taken into account, since it could promote the observed microbial toxicity.2 In this particular case, it becomes patent that the adaptation entails a clear visual change in the culture broth, as illustrated in Fig. 2. The formation of a biopolymer aer 24 h of cultivation of the adapted P. stutzeri is evident. This response has been found to be one of the ways to protect the microbial communities from environmental stresses.14 In this particular case, the obtained biopolymer turned out to be a polysaccharide mainly composed by glucose, as elucidated from HPLC analysis (see experimental details and chromatogram Fig. S4 in ESI†). Thus, the exible nature of prokaryotic gene expression conferred a greater acclimation to the presence of different families of ionic liquids, by means of exopolysaccharide synthesis. The analysis of the wild strain of P. stutzeri and that adapted to the presence of ionic liquids by means of SEM microscopy (Fig. 3) makes it evident the presence of this polymer entrapping bacterial cells. It should be noted that the polysaccharide expression is maintained even though the ionic liquid is removed from the media, which points to an alteration at the gene level. Therefore, further investigation of a global bacterial response at the transcriptome level could shed light on the understanding of the adaptation strategies followed by microorganisms to the presence of these emerging neoteric contaminants, and must be unavoidably tackled in future works. The synthesis of This journal is © The Royal Society of Chemistry 2015 Notes and references 1 M. J. Earle, J. M. S. S. Esperança, M. A. Gilea, J. N. Canongia Lopes, L. P. N. Rebelo, J. W. Magee, K. R. Seddon and J. A. Widegren, Nature, 2006, 439, 831. 2 M. Petkovic, K. R. Seddon, L. P. N. Rebelo and C. S. Pereira, Chem. Soc. Rev., 2011, 40, 1383. 3 S. D. Richardson and T. Ternes, Anal. Chem., 2011, 83, 4614. 4 J. Ranke, S. Stolte, R. Störmann, J. Arning and B. Jastorff, Chem. Rev., 2007, 107, 2183. 5 (a) T. P. Pham, C. W. Cho and Y. S. Yun, Water Res., 2010, 44, 352; (b) A. Romero, A. Santos, J. Tojo and A. Rodrı́guez, J. Hazard. Mater., 2008, 151, 268; (c) K. M. Docherty and C. F. Kulpa, Green Chem., 2005, 7, 185. 6 F. J. Deive, A. Rodrı́guez, A. Varela, C. Rodrigues, M. C. Leitão, J. A. M. P. Houbraken, A. B. Pereiro, M. A. Longo, M. A. Sanromán, R. A. Samson, L. P. N. Rebelo and C. S. Pereira, Green Chem., 2011, 13, 687. 7 F. Moscoso, I. Teijiz, F. J. Deive and M. A. Sanromán, Bioresour. Technol., 2012, 119, 270. 8 F. Moscoso, F. J. Deive, M. A. Longo and M. A. Sanromán, Bioresour. Technol., 2012, 104, 81. 9 S. P. M. Ventura, C. S. Marques, A. A. Rosatella, C. A. M. Afonso, F. Gonçalves and J. A. P. Coutinho, Ecotoxicol. Environ. Saf., 2012, 76, 162. 10 M. Markiewicz, M. Piszora, N. Caicedo, C. Jungnickel and S. Stolte, Water Res., 2013, 47, 2921. 11 J. Pernak, K. Sobaszkiewicz and I. Mirska, Green Chem., 2003, 5, 52. 12 M. Petkovic, J. Ferguson, A. Bohn, J. Trindade, I. Martins, M. B. Carvalho, M. C. Leitao, C. Rodrigues, H. Garcia, R. Ferreira, K. R. Seddon, L. P. N. Rebelo and C. Silva Pereira, Green Chem., 2009, 11, 889. 13 J. I. Khudyakov, P. D'haeseleer, S. E. Borglin, K. M. DeAngelis, H. Woo, E. A. Lindquist, T. C. Hazen, RSC Adv., 2015, 5, 17379–17382 | 17381 RSC Advances B. A. Simmons and M. P. Thelen, Proc. Natl. Acad. Sci. U. S. A., 2012, 14, E2173. 14 H. C. Flemming and J. Wingender, Water Sci. Technol., 2001, 43, 1. 15 M. Koutinas, J. Martin, L. G. Peeva, A. Mantalaris and A. G. Livingston, Environ. Sci. Technol., 2006, 40, 595. 17382 | RSC Adv., 2015, 5, 17379–17382 Communication 16 M. Koutinas, I. I. R. Baptista, L. G. Peeva, J. R. M. Ferreira and A. G. Livingston, Biotechnol. Bioeng., 2007, 96, 673. 17 R. Singh, D. Paul and R. K. Jain, Trends Microbiol., 2006, 14, 389. This journal is © The Royal Society of Chemistry 2015 ANNEX 2 ACCLIMATION TO IONIC LIQUIDS: ENHANCING THE BIOTREATMENT POTENTIAL PSEUDOMONAS STRAIN (RSC ADVANCES, 2015, UNDER REVIEW). OF A RSC Advances Acclimation to ionic liquids: Enhancing the biotreatment potential of a Pseudomonas strain Journal: RSC Advances Manuscript ID: Draft Article Type: Paper Date Submitted by the Author: Complete List of Authors: n/a Alvarez, Maria; University of Vigo, Deive, Francisco; University of Vigo, ; Instituto de Tecnologia Química e Biologica, Sanromán, María; University of Vigo, Chemical Engineering Department Rodriguez, Ana; University of Vigo, Chemical Engineering Department PleaseRSC do not adjust margins Advances Page 2 of 7 Journal Name ARTICLE Acclimation to ionic liquids: Enhancing the biotreatment potential of a Pseudomonas strain Received 00th January 20xx, Accepted 00th January 20xx DOI: 10.1039/x0xx00000x www.rsc.org/ María S Álvarez, Francisco J Deive*, M. Ángeles Sanromán, and Ana Rodríguez* An ionic liquid-adapted Pseudomonas strain was satisfactorily proposed for the removal of two synthetic dyes widely found in waste water effluents from textile industry: Acid Black 48 (AB48) and Reactive Black 5 (RB5). Very promising results were obtained when the process was performed at small scale, since remediation values higher than 75% were attained in less than 2 days for both dyes individually and mixed. The viability at higher scale (stirred tank bioreactor) was guaranteed, as 80% of removal was reached in less than 1 day, which confirmed the suitability of the selected hydrodynamic conditions. These results allow exploiting the presence of ionic liquids to induce an improvement of the bioremediation potential of a well-known Pseudomonas strain. The experimental data obtained from the biological treatment were kinetically characterised with the purpose to lay the foundations for the implementation of the bioprocess at real scale. 8 Introduction Nowadays, an increasing number of hazardous organic compounds are being discharged into the environment. More specifically, the textile industry generates polluted aqueous streams containing different contaminants, namely, surfactants, acids or bases, aromatics, heavy metals, salts, suspended solids and dyes.1 The latter usually have a synthetic origin and complex aromatic molecular structures, which make them highly stable and recalcitrant. These molecules are classified according to several features, but one typical consideration is related to chromophore group.2 The most common group of direct dyes is the azo-type, which makes up to (60-70) % 3 of all dye waste produced, followed by the anthraquinone type, which are extensively used for green, 4,5 blue or violet hues. Reactive dyes cannot be easily removed by conventional waste water treatment systems because they are stable to light, heat and oxidizing agents and display low biodegradability. Therefore, they have been identified as persistent compounds in textile effluents, and their impact and 6 toxicity has been addressed in numerous researches. Hence, the search of efficient alternatives allowing the bioremediation of this kind of polluted effluents is a subject in the limelight. Various physico-chemical and biological processes have been employed to remove dyes from industrial 7 waste water, for instance, ozonation, adsorption on activated 9 carbon or other adsorptive materials, electrochemical, 10 11 flocculation and nanofiltration, but these are sometimes inefficient, costly and not adaptable to a wide range of dye 12 13 waste water. Biological processes, such as biodegradation, 14 bioaccumulation and biosorption offer attractive options for dye remediation due to many microorganisms such as bacteria, yeasts, algae and fungi are able to accumulate and 15,16 degrade different dyes, and may represent a low-cost and environmentally friendly alternative. Among the microbial candidates, strains belonging to Pseudomonas genus have been highlighted in different 17 research works as viable bioremediation agents. In this line, we have previously demonstrated the potential of Pseudomonas stutzeri for the removal of different persistent contaminants such as metal working fluids, pesticides or 18-20 polycyclic aromatic hydrocarbons. However, its potential for dyes removal was extremely low, so we have bet in acclimation as a suitable strategy for improving its 21 bioremediation ability, as demonstrated by other authors. In order to widen the applicability of this bacterium, imidazoliumbased ionic liquids have been chosen since they make up a group of neoteric contaminants with recalcitrant moieties like the nitrogen heteroatom inserted in the aromatic ring and 22 displaying high toxicity. Then, after a two-month period of acclimation in a stirred tank bioreactor containing the ionic liquid 1-ethyl-3-methylimidazolium ethylsulfate (C2C1imC2SO4), 23 the obtained strain was selected for assessing its potential as dye bioremediation agent. In this work, we have hypothesised the suitability of an adapted P. stutzeri to enhance its bioremediation capacity when applied to aqueous effluents polluted with two model anthraquinone and azo dyes (AB48 and RB5). The dyes remediation strategy followed a bottom-up methodology, J. Name., 2013, 00, 1-3 | 1 This journal is © The Royal Society of Chemistry 20xx Please do not adjust margins PleaseRSC do not adjust margins Advances Page 3 of 7 ARTICLE Journal Name both from the contaminant and operation point of view: after demonstrating the viability of the process at small scale (shaken flasks) and with individual dyes, the operation was performed at bench scale bioreactor and with a mixture of dyes. The main text of the article should appear here with headings as appropriate. 120ºC for 20 min. They were sterilised by filtration through a 20 µm filter prior to the addition to the autoclaved medium in order to avoid any possible alteration of the chemical structure of the dyes. The flasks were inoculated (3% v/v) with previously obtained cell pellets, which were them incubated in an orbital shaker (Thermo Fisher Scientific 496) at 37ºC and 150 rpm. Experimental section Operation at bioreactor scale Chemicals The dyes RB5 and AB48, which structure and main characteristics are shown in Table 1, have been purchased from Sigma-Aldrich. Glucose was obtained from Scharlau. Microorganisms Table 1 A 2-L stirred tank bioreactor (BIOSTAT®B-MO) was used for the scaling up of the process. Temperature was maintained at 37ºC by circulation of thermostated water, and the agitation rate was set at 200 rpm. The initial pH was adjusted to 7.2. Firstly, cells were grown from 12 h in flask cultures (3% v/v) and subsequently were used to inoculate it. Air was supplied continuously at 0.17 vvm. Analytical methods Characteristics of the dyes used Dye Class Structure C.I. λmax O NaO S O O O S O RB5 Di-azo N N O ONa S O HO H2N O S O S NaO AB 48 O O 20505 597 65005 663 O N N S O ONa O Anthraquinone Biomass determination Cells were harvested by centrifugation (10 min, 9300 g, and 4ºC), and the supernatant was reserved for decolorisation analysis. Biomass concentration was measured by turbidimetry at 600 nm in a UV-vis spectrophotometer (UV-630 Jasco), and the obtained-values were converted to grams of cell dry weight per litre using a calibration curve. Dyes decolorisation C.I. Color Index. λmax. (nm) Wavelength for maximum absorption Bacterium Pseudomonas stutzeri CECT 930 was obtained from the Spanish Type Culture Collection (ATCC 17588). This bacterium was acclimatised for two months in a lab-scale bioreactor in the presence of C2C1imC2SO4 (0.2mM) under controlled agitation, aeration and temperature as previously 23 reported. Dyes concentrations (both independently and mixed) in the culture media were analysed by UV-vis spectrophotometry taking into account the maxima obtained for each dye (597 nm for RB5, 663nm for AB48 and from 547 to 713 nm for mixture of dyes, calculated by measuring the area under the plot). Decolorisation (D) was expressed in terms of percentage units by using the expression: D (% removal) = (Ii-If)·100/Ii Dyes decolorisation assays at different scales Bioremediation medium -1 Minimal medium (MM) was used, composed of (g L in distilled water): Na2HPO4·2H2O 8.5, KH2PO4 3.0, NaCl 0.5, NH4Cl 1.0, MgSO4·7H2O 0.5, CaCl2 0.0147. MM also contained trace elements as follows (mg L-1 in distilled water): CuSO4 0.4, KI 1.0, MnSO4·H2O 4.0, ZnSO4·7H2O 4.0, H3BO3 5.0, FeCl3·6H2O 2.0. 10 g L-1 of glucose was also included in the culture medium as carbon source. Operation at small scale The biotreatment at small scale was carried out in 250 mL Erlenmeyer flasks with 50 mL of MM. The pH was initially adjusted to 7.2 and the MM without dyes was autoclaved at where Ii and If are initial and final concentration of the dye solution, respectively. Each decolorisation value was the mean of two parallel experiments. Abiotic controls (without microorganisms) were always included. The assays were done in duplicate, and the experimental error was less than 3%. Results and discussion The outstanding capacity of P. stutzeri to be used as remediation agent in different kind of recalcitrant contaminants, going from pure organic compounds like PAHs to hybrid chemicals like organophosphate pesticides, has been 18,19 stressed in previous research works. Moreover, it was demonstrated that this bacterium possesses a remarkable adaptation capacity, since the presence of organic 2 | J. Name., 2012, 00, 1-3 This journal is © The Royal Society of Chemistry 20xx Please do not adjust margins PleaseRSC do not adjust margins Advances Page 4 of 7 Journal Name ARTICLE 15 100 A 12 75 9 50 6 Decolorisation (%) Dyes biotreatment by ionic liquid-adapted P. stutzeri at small scale industrial scale should consider the dilution of the effluent to yield maximum values of dye biotreatment. -1 Cell Concentration (g L ) contaminants could trigger a permanent alteration at the gene level, by acquiring a nahH gene (responsible for encoding 24 catechol 2,3-dioxygenase). Therefore, in a previous research 23 work of our group we made use of these features to analyse the response of the bacterium when a novel class of neoteric contaminants like the ionic liquids was present, and the biosynthesis of a polymer was recorded. Taking into account these facts, a scenario where the adapted bacterium is able to remediate another kind of pollutants such as anthraquinone and azo dyes is envisaged. 25 3 The appropriateness of P. stutzeri for the biological decolorisation of an aqueous stream containing two reactive dyes such as RB5 and AB 48 (both independently and mixed) was firstly checked at small scale (shaken flasks). One of the decisive challenges to be faced when designing a point-source treatment technology is the existence of sudden changes in 25,26 the dye concentration profiles released by industries. Actually, these variations may drastically alter the outcomes of the biological treatment, by inhibiting the microbial activity. Therefore, as dye concentrations detected in aqueous effluents from textile industry usually range from 0.01 to 0.2 27 g/L, the influence of this parameter in the biological decolorisation was checked for both model dyes, and the results obtained are presented in Fig 1. 0 0 B 12 75 9 50 6 25 3 0 0 C 12 75 100 9 90 50 Decolorisation (%) 6 80 25 3 70 0 0 0 60 50 0.00 0.05 0.10 0.15 0.20 0.25 -1 Dye concentration (g L ) Fig 1. Decolorisation of AB48 () and RB5 () by ionic liquidadapted P. stutzeri for different dyes concentration. The results obtained evidence a great decolorisation efficiency for both dyes (>50%) no matter the concentration used, which is very encouraging since the strain non adapted to ionic liquids did not show any remediation capacity. In this sense, it becomes patent that the operation at concentration values between 0.03 and 0.06 g L-1 entails very high levels of dye remediation, up to 90%. Therefore, the operation at 20 40 Time (h) 60 80 Fig 2. Monitoring of cell growth (○) and decolorisaRon (∆) by ionic liquid-adapted P. stutzeri in aqueous effluents polluted with: A) AB48, B) RB5, and C) mixture of dyes, at flask scale. Experimental data are represented by symbols and solid lines are used for the proposed theoretical models. Additionally, the monitoring of biomass production and decolorisation levels (Fig 2) during bioremediation experiments at the concentration leading to maximum -1 decolorisation levels (0.04 g L ) for AB48, RB 5 and the mixture reveals that the stationary phase of growth is reached in less than one day of treatment both for individual dyes and the mixture. On the other hand, it becomes patent the ionic liquidadapted P. stutzeri display the highest decolorisation potential within 48 h, reaching levels over 75%, which points out the J. Name., 2013, 00, 1-3 | 3 This journal is © The Royal Society of Chemistry 20xx Please do not adjust margins PleaseRSC do not adjust margins Advances Page 5 of 7 ARTICLE Journal Name interest of ionic liquids adaptation as a strategy to get more versatile microbial remediation agents. In this vein, the comparison with literature data allows concluding the suitability of this modified strain, since the remediation medium used is a synthetic one (with salts and glucose), contrarily to the fact reported by Deive et al (2010) and 28,29 Barragan et al (2007). They established the necessity of adding complex organic sources such as peptone or yeast extract to treat a dye-polluted effluent to yield similar decolorisation values, which is disadvantageous to ease process modelling and simulation or to carry out fundamental kinetic studies. Dyes biotreatment by ionic liquid-adapted P. stutzeri at bench scale bioreactor 15 100 12 80 1.0 60 6 40 3 20 0 0.8 Absorbance 9 Decolorisation (%) -1 Cell concentration (g L ) Once the suitability of this adapted bacterium was demonstrated at flask scale, it is necessary to check its viability when operating at higher scale. In this sense, the feasibility of the operation at bioreactor entails many considerations like a suitable mass transfer or optimum operating conditions allowing an efficient removal of the dye mixture. The viability of this scale-up was assessed by monitoring the biomass and decolorisation capacity of the dye mixture (initial -1 concentration of 0.04 g L of each dye) in a stirred tank bioreactor, and the results obtained are shown in Fig 3. sometimes some degree of mechanic stress could be inflicted by the impeller. However, it seems evident that no important cell damage is recorded, since a very slight decrease in the biomass concentration values is observed. After demonstrating the suitability of the operation at bioreactor scale, the elucidation of the characteristics of the remediation process was approached. The reason for the elevated percentages of decolorisation can be linked with the nature of the remediation process. In this sense, the production of a biopolymer by this strain once adapted to the 23 presence of ionic liquids, as reported recently promoted dye biosorption on the biomass. Additionally, a drastic decrease in pH values was recorded (from 7.2 to 4.5), which can also help to increase the dye removal. Thus, the improvement in dyes biosorption may be explained in terms of the electrostatic 30 interactions between the biomass and the dye structure. More specifically, the nitrogen-containing functional groups in proteins and biomass will be easily protonated under acidic conditions, thus leading to a net positive charge and consequently furthering an electrostatic attraction with the negatively charged dye anions. This electrostatic behavior has been considered to be the primary mechanism concluded for 31,32 the biosorption of different dyes. Additionally, given the biosorptive nature of dye decolorisation, the monitoring of the UV-visible spectra must be tackled in order to demonstrate the absence of dye in the biotreated effluent. The results shown in Fig 4 indicate the suitability of the proposed adapted P. stutzeri, since the absence of the characteristic band for the dye mixture is detected once the stationary phase of the decolorisation process is reached. 0.6 0.4 0 0 20 40 60 80 100 Time (h) Fig 3. Monitoring of cell growth (○) and decolorisation (∆) by ionic liquid-adapted P. stutzeri in aqueous effluents polluted with a mixture of dyes at bench scale bioreactor (37ºC, 200 rpm, 0.17 vvm). Experimental data are represented by symbols and solid lines are used for the proposed theoretical models. A visual inspection of the experimental data allows detecting an improvement both in the remediation values and in the times required to reach the maximum, which is an important advantage when implementing this biotreatment at industrial scale. In this sense, it is outstanding that about 80% of decolorisation is recorded after less than one day. Although this kind of bioreactor configuration entails advantages like an efficient control of aeration and agitation, separately, 0.2 0.0 300 400 500 600 700 Wavelengh (nm) 800 900 Fig 4. UV visible spectra of untreated (solid line) and biotreated (dashed line) effluents polluted with a mixture of AB48 and RB5. Modelling experimental data The technical implementation of the proposed process at industrial scale requires a deeper knowledge of the biotreatment kinetics. One of the useful means to get a better insight into the biological process is the description of the 4 | J. Name., 2012, 00, 1-3 This journal is © The Royal Society of Chemistry 20xx Please do not adjust margins PleaseRSC do not adjust margins Advances Page 6 of 7 Journal Name ARTICLE quantitative relationship between the biomass and the dye decolorisation at a specific moment of the culture time t (h). A logistic model has been proposed for the bioremediation of 19,20,28 different contaminants. In this way, the biomass and the decolorisation percentage can be defined on the basis of the initial and maximum biomass and decolorisation rate as follows: X max X= Table 2 Parameters of the logistic model to characterise the kinetic growth and dye decolorisation of ionic liquids-adapted P. stutzeri at flask and bioreactor scale Dye X max −1 − µm t ln X0 D 1+ e max Dmax −1 − µ D t ln D0 R2 σ RB5 0.09 6.40 0.39 0.98 0.35 0.14 6.29 0.41 0.99 0.23 RB5+AB48 0.06 6.76 0.44 0.98 0.40 Bioreactor scale RB5+AB48 where X and D are the biomass (g L ) and dye decolorisation (%), X0 and D0 are the initial biomass and decolorisation, Xmax -1 (g L ) and Dmax are the maximum biomass and decolorisation, and µm and µD are the maximum specific growth rate and -1 maximum specific remediation rate (h ). The fitting of experimental data to the proposed model was carried out by using the SOLVER function in Microsoft EXCEL, by minimising the standard deviation, calculated as follows: σ ( µmax AB48 -1 n DAT ∑ z exp − z theor = i nDAT Xmax Flask scale 1 + e D= X0 1/ 2 )2 0.31 5.48 0.55 0.99 0.26 D0(%) Dmax(%) µD R2 σ Flask scale RB5 0.11 72.43 0.31 0.98 5.05 AB48 0.17 92.71 0.29 0.99 2.82 RB5+AB48 0.06 77.05 0.28 0.99 2.67 0.31 0.99 2.43 Bioreactor scale RB5+AB48 0.78 86.62 Conclusions being zexp and ztheor the experimental and theoretical data, respectively and nDAT is the number of experimental data. The model used suitably fitted to the experimental data obtained, as can be concluded in the light of the regression coefficients listed in Table 2, since all of them are higher than 0.98. This suitability can also be visually inspected in Figs 2 and 3, where the theoretical data are presented as solid lines. The analysis of the parameters confirms previous conclusions, since slightly lower maximum biomass levels are obtained at bioreactor scale, and the maximum decolorisation percentages are 10% higher at greater scale for the dyes mixture. Additionally, it can be remarked that the maximum specific growth rate obtained at bioreactor scale is 25% higher than that existing in shaken flasks, probably due the increased mass transfer provided by the mechanic agitation. The same trend is concluded when comparing the maximum specific decolorisation rate, as it increases by 11% when operating in stirred tank bioreactor. It is outstanding that the values obtained are in the same order of magnitude than those 28 reported for other microbial agents. This study allowed checking the viability of ionic liquids acclimation as a strategy for improving microbial versatility to treat azo and anthraquinone dyes. The potential of the P. stutzeri was confirmed for the typical dye concentration range detected in waste waters released from textile factories. Additionally, biopolymer synthesis observed in the adapted bacterial strain, together with the low pH values furthered dye biosorption on the biomass. The biological process was carried out at small and bioreactor scale, obtaining promising decolorisation levels both for each dye individually and mixed. All the experimental data were suitably modeled with logistic equations, allowing characterizing the kinetics of the biological reaction in order to ease process implementation at higher scale. Acknowledgements This research has been financially supported by the Spanish Ministry of Economy and Competitiveness, Xunta de Galicia and ERDF Funds (Projects CTM2014-52471-R and GRC 2013/003). The authors are grateful to the Spanish Ministry of Economy and Competitiveness for the financial support of F.J. Deive under the Ramón y Cajal program (RyC-2013-14225). Notes and references 1 2 3 C. Zaharia and D. Suteu. Environ Sci Poll Res. 2013, 20, 2226. T. Robinson, G. McMullan, R. Marchant and P. Nigam. Bioresour Technol. 2001, 77, 247. J.S. Bae and H.S. Freeman. Dyes pigments 2007, 73, 81. J. Name., 2013, 00, 1-3 | 5 This journal is © The Royal Society of Chemistry 20xx Please do not adjust margins PleaseRSC do not adjust margins Advances Page 7 of 7 ARTICLE 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Journal Name P.C. Vandevivere, R. Bianchi and W. Verstraete. J Chem Technol Biotechnol. 1998, 72, 289. H. Zollinger. Color chemistry-Synthesis, properties and applications of organic dyes and pigments. New York, USA: VCH Publishers 1987. N. Puvaneswari, J. Muthukrishnan and P. Gunasekaran. Indian J Exp Biol. 2006, 44, 618. B. Sancar and O. Balci. Text Res J. 2013, 83, 574. X. Vecino, R. Devesa-Rey, J.M. and A.B. Moldes. Water Air Soil Poll. 2013, 224, 1448. O. Iglesias O, M.A. de Dios, E. Rosales, M. Pazos, M.A. Sanromán. Environ Sci Poll Res. 2013, 20, 2172. Q. Kang. Sep Purif Technol. 2007, 57, 356. M. Zarei M, A. Niaei, D. Salari and A.R. Khataee. J Electroanal Chem. 2010, 639, 167. I.M. Banat, P. Nigam, D. Singh and R. Marchant. Bioresour Technol. 1996, 58, 217. G. Liu, J. Zhou, X. Meng, S.Q. Fu, J. Wang, R. Jin and H. Lv. Appl Microbiol Biotechnol. 2013, 97, 4187. K. Chojnacka. Environ Int. 2010, 36, 299. Z. Aksu. Process Biochem. 2003, 38, 1437. M.M. El-Sheekh M.M. Gharieb and G.W. Abou-El-Souod. Int Biodeterior Biodegrad. 2009; 63, 699. S. Wasi, S. Tabrez and M. Ahmad. Environ Monitor Assess. 2013, 185, 8147. F. Moscoso, F.J. Deive, M.A. Longo and M.A. Sanromán. Bioresour Technol. 2012, 104, 81. F. Moscoso, I. Teijiz, F.J. Deive and M.A. Sanromán. Bioprocess Biosyst Eng. 2013, 36, 1303. F. Moscoso, F.J. Deive, P. Villar, R. Pena, L. Herrero, M.A. Longo and M.A. Sanromán. Chemosphere. 2012, 86, 420. B. Herzog, H.Y. Yuan, H. Lemmer, H. Horn and E. Muller. Bioresour Technol. 2014, 163, 381. A. Romero, A. Santos, J. Tojo and A. Rodriguez. J Hazard Mat. 2008, 151, 268. M.S. Álvarez, A. Rodríguez, M.A. Sanromán and F.J. Deive. RSC Adv. 2015, 5, 17379. J. Lalucat, A. Bennasar, R. Bosch, E. García-Valdés and N.J. Palleroni. Microbiol Mol Biol Rev. 2006, 70, 510. M. Koutinas, J. Martin, L.G. Peeva, A. Mantalaris and A.G. Livingston. Environ. Sci. Technol. 2006, 40, 595. M. Koutinas, I.I.R. Baptista, L.G. Peeva, R.M. Ferreira Jorge and A.G. Livingston. Biotechnol. Bioeng. 2007, 96, 673. A. Pandey, P. Singh and L. Iyengar. Int Biodeterior Biodegrad. 2007, 59, 73. F.J. Deive, A. Domínguez, T. Barrio, F. Moscoso, P. Morán, M.A. Longo and M.A. Sanromán. J Hazard Mater. 2010, 182, 735. B.E. Barragán, C. Costa and M.C. Márquez. Dyes Pigments 2007, 75, 73. I.I. Savin and R. Butnaru. Environ Eng Manag J. 2008, 7, 859. T. O`Mahony, E. Guibal and J.M. Tobin. Enzyme Microb Technol. 2002, 31, 456. C. Bidisha, R. Sreeranjani, A. Shaik S. Chaudhari and S. Sumathi. Int J Environ Pollut. 2006, 28, 517. 6 | J. Name., 2012, 00, 1-3 This journal is © The Royal Society of Chemistry 20xx Please do not adjust margins ANNEX 3 SIMULTANEOUS BIOTREATMENT OF POLYCYCLIC AROMATIC HYDROCARBONS AND DYES IN A ONE-STEP BIOREACTION BY AN ACCLIMATED PSEUDOMONAS STRAIN (BIORESOURCE TECHNOLOGY, 2015, ACCEPTED FOR PUBLICATION). Accepted Manuscript Simultaneous biotreatment of Polycyclic Aromatic Hydrocarbons and dyes in a one-step bioreaction by an acclimated Pseudomonas strain María S. Álvarez, Ana Rodríguez, Mª Ángeles Sanromán, Francisco J. Deive PII: DOI: Reference: S0960-8524(15)01231-6 http://dx.doi.org/10.1016/j.biortech.2015.08.125 BITE 15478 To appear in: Bioresource Technology Received Date: Revised Date: Accepted Date: 31 July 2015 26 August 2015 27 August 2015 Please cite this article as: Álvarez, M.S., Rodríguez, A., Sanromán, M., Deive, F.J., Simultaneous biotreatment of Polycyclic Aromatic Hydrocarbons and dyes in a one-step bioreaction by an acclimated Pseudomonas strain, Bioresource Technology (2015), doi: http://dx.doi.org/10.1016/j.biortech.2015.08.125 This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form. Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain. Simultaneous biotreatment of Polycyclic Aromatic Hydrocarbons and dyes in a one-step bioreactionby an acclimatedPseudomonas strain María S. Álvarez, Ana Rodríguez, Mª Ángeles Sanromán, Francisco J. Deive* Department of Chemical Engineering, University of Vigo, 36310, Vigo, Spain * Corresponding author: +34 986818723; E-mail address:[email protected] ABSTRACT APseudomonasstutzeri strain acclimatedto the presence of neoteric contaminants has been proposed for simultaneously remediating an effluent polluted with Polycyclic Aromatic Hydrocarbons and a diazo dye. The pollutants chemical natureimposed a strict control of both the medium composition and the operating conditions.pH, temperature and agitation ratesof 7.0, 37.5 and 146 rpm, respectively, led to optimum levels of contaminant removal (higher than 60%) after RSM optimization. The validity of these conditions was checked at flask and bioreactor scale and the kinetics of the biotreatment was elucidated. The simulation of this one-step process applied at larger scale for the remediation of a 200,000 m3/year-effluent from a leather factory was compared with a conventional two-steps option. Great reductions in treatment timesand in investment and manufacturing costs were concluded, proving the promising potential of the proposed process. Keywords: Polycyclic aromatics, azo dyes, biodegradation, biosorption, process simulation 1. Introducción Globally, during the last decades economic development has marched hand in hand with an environmental collapse due to the thoughtless introduction of polluted-industrial effluents. More and more regulations prompt the academic and industrial community to come forward with competitive and environmentally friendly solutions. One of the sectors causing great environmental concerns is the leather and textile industry, since they generate a variety of pollutants ranging from surfactants, heavy metals, sulfides, acids, alkalis, and dyes to Polycyclic Aromatic Hydrocarbons (PAHs) (Li et al, 2010). The importance of the latter two kinds of contaminants has been underscored bycurrent international environmental legislation (USEPA, 2008; EU-EEB, 2005). The health and environmental risk ofthese aromatic compounds has been well documented, as they involve carcinogenic, mutagenic and toxic effects, and are considered to bear a great recalcitrance (Simarro et al, 2011; Haritash and Kaushik, 2009; Bae and Freeman, 2007; Zaharia and Suteu, 2013). These concerns have urged the search of treatment technologies to remove them from the environment, and a number of physico-chemical alternatives have been successfully proposed like adsorption, ozonation, electrochemistry and flocculation(Vecino et al, 2013; Sancar and Balci, 2013; Iglesias et al, 2013; Devesa-Rey et al, 2012). However, economic and operational inconveniences have favored the application of biotechnological tools to remediate PAH- and dyepolluted effluents, since they usually involve lower cost and improved social perception (Deive et al, 2010; Moscoso et al, 2012a; Moscoso et al, 2013a). Hitherto, research works have mainly focused on the treatment of a mixture of PAHs or dyes independently (Moscoso et al, 2012b; Álvarez et al, 2013),while a lack of knowledge is detected in the finding of suitable strategies to remediate all the contaminants when present together in the same effluent. A successful outcome should satisfy three main requirements: i) the chemical structure of the contaminants,ii) the selected microbial agent, and iii) the operating conditions of the process (Haritash and Kaushik, 2009; Moscoso et al, 2012a). Attending to these demands, the aspect related to the chemical nature should be firstly addressed to ensure that the contaminant is susceptible to be bioremediated in the aqueous effluent. In this sense, PAHs are thermodynamically stable molecules, with elevated hydrophobicity, so they should be solubilized by adding surfactants in order to make them bioavailable (Yang et al, 2015). On the other hand, dyes are usually hydrophilic and possess complex aromatic molecular structures that are classified on the basis of the chromophore group (Robison et al, 2001). In this sense, azo dyes make up the most common group of direct dyes, since about 60-70% of the produced dyes belong to this category (Bae and Freeman, 2007). In relation to the bioremediation agent, different microbial strains have been proposed as suitable candidates to yield high levels of PAHs(Ghosh et al, 2014; Peng et al, 2013) or dye removal (Liu et al, 2014; Manenti et al, 2014). However, a lack of studies is detected on the finding of microorganisms able to concomitantly biotreat both kinds of contaminants. In previous investigations, we have underscored the potential of a Pseudomonas stutzeri strain for the degradation of PAHs (Moscoso et al, 2012a, b, and c; Moscoso et al, 2013a; Moscoso et al, 2015), metal working fluids (Moscoso et al, 2012d), or pesticides (Moscoso et al, 2013b), and its capacity to be adapted to neoteric solvents like ionic liquids (Álvarez et al, 2015).This fact was explained in terms of a genetic alteration, as the acclimated strain throve under pollutant concentrations up to 10 times higher by means of the synthesis of an exopolysaccharide (Álvarez et al, 2015). Therefore, this flexible nature has encouraged us to apply it for the combined bioremediation of both kinds of pollutants, which is the main aim of this work. Special heed must be paid to the operating conditions selected to develop the bioprocess once the biotreatment medium was designed. Factors like pH, temperature, and agitation should be optimized prior to sketch the bioremediation process at real scale. Valuable means to reach this target are computational tools like simulation software (SuperPro Designer v8.5) and experimental designs (Design Expert 7.0), saving time and money to reach the optimum process. In summary, considering the pollutant charge of textile and leather waste effluents, three model PAHs of low (phenanthrene, PHE) and high molecular weight (pyrene, PYR, and benzo[a]anthracene, BaA) and a common azo dye (Reactive Black 5) have been selected. This scenario raises problems related to the different nature of the pollutants such as the degree of hydrophobicity and the carbon source, which will compel us to optimize the biotreatment medium and propound the ideal range of operation. Additionally, the bioprocess will be kinetically characterized both at flask and bioreactor scaleby fitting to known models and these data will be employed to simulate the process and will pay off in a one-step biotreatment strategy. 2. Materials and methods 2.1. Chemicals The pollutants Reactive Black 5 (RB5), phenanthrene (PHE), pyrene (PYR) and benzo[a]anthracene (BaA) (structures shown in Fig. S1) were acquired from SigmaAldrich, with purities higher than 99%. The same supplier provided the non-ionic surfactant Tween 80, benzyl benzoate, salts of the medium and chloroform. Glucose was purchased from Scharlau, andHCl and hexane weresupplied by Prolabo. 2.2. Microorganism The bacterium Pseudomonas stutzeri CECT 930 was acquired from the Spanish Type Culture Collection (ATCC 17588). This bacterium was acclimatized for two months in a lab-scale bioreactor in the presence of C2C1imC2SO4 (0.2mM) under controlled agitation, aeration and temperature as previously reported (Álvarez et al, 2015). 2.3.Bioremediation medium Minimal medium (MM) was used, composed of (g/L in distilled water): Na2HPO4·2H2O 8.5, KH2PO4 3.0, NaCl 0.5, NH4Cl 1.0, MgSO4·7H2O 0.5, CaCl2 0.0147. MM also contained trace elements as follows (mg/L in distilled water): CuSO4 0.4, KI 1.0, MnSO4·H2O 4.0, ZnSO4·7H2O 4.0, H3BO3 5.0, FeCl3·6H2O 2.0. Different concentrations of glucose and Tween 80 were also included in the culture medium as carbon source and solubilizing agent, respectively. 2.4.Biotreatment at flask scale It was carried out in 250 mL-Erlenmeyer flasks containing 50 mL of MM. The pH was initially adjusted to7.0 and the MM was autoclaved at 120ºC for 20 min. The dye (0.04 g/L) and PAHs (100 M each) were sterilized by filtration through a 20 m filter prior to the addition to the autoclaved medium in order to avoid any possible alteration of the chemical structure of the pollutants. The flasks were inoculated (3% v/v) with previously obtained cell pellets, which were them incubated in an orbital shaker (Thermo Fisher Scientific 496) at 37ºC and146rpm. 2.5.Biotreatment at bioreactor scale The scaling up of the process was carried out by operating in a 2-L bioreactor (model BIOSTAT®B-MO), filled with 1.5 L of medium. The temperature and initial pH was fixed at the optimum operating conditions. It was inoculated with actively growing cells (3% v/v) and air was sparged at a continuous rate of 0.17 vvm (volumes per minute, which involves the use of an air flowrate of 0.25 L/min). 2.6.Analytical methods 2.6.1.Biomass Determination Cells were harvested by centrifugation (10 min, 9300 g, and 4ºC), and the supernatant was reserved for pollutants analysis. Biomass concentration was measured by turbidimetry at 600 nm in a UV-vis spectrophotometer (UV-630 Jasco), and the values were converted to grams of cell dry weight per litre using a calibration curve. (Biomass (g/L) = 0.5663·Absorbance - 0.0401, R2= 0.996). 2.6.2. Adsorption test PAHs biosorption over the biomass was determined as follows. 50 mL of culture medium were taken and centrifuged for 10 min at 5.900 g and 4ºC. The supernatant was withdrawn and biomass was freeze-dried during 4 h at -40ºC and 7.9·10-5atm using a TelStarCryodes. Afterwards, 10 mL of hexane were added and ultrasounds were applied (Bransonic 3510) for 30 min. Again, the sample was centrifuged for 10 min and 100 µL of supernatant were taken into a vial, where 10 µL of Internal Standard (IS) were added. Samples were analysed by GC-MS as explained later on. 2.6.3.Dye decolourisation Dye concentration in the culture media was analysed by UV-vis spectrophotometry taking into account the maxima wavelength recorded for RB5 dye (597 nm). Each decolourisation value was the mean of two parallel experiments. Abiotic controls (without microorganisms) were always included. Decolourisation (D) was expressed in terms of percentage units by using the expression: D % removal = (Ii -If )∙100 Ii beingIi and If are the abiotic control andculture concentration of the dye, respectively. The assays were done in duplicate, and the experimental error was less than 15%. 2.6.4. PAHs and intermediates determination Aliquots (1 mL) of supernatant were added over 0.8 g of MgSO4·7H2O following 0.1 mL of HCl 1M and 1mL of hexane. They were shakenfor 1 h and an aliquot of 100 µL was collected from the organic phase and 10 µL of internal standard (benzyl benzoate) were added. PAHs concentration in supernatant was analysed using an Agilent GC 6850 gas chromatograph equipped with a HP-5MS column (30m x 0.25mm; 0.25µm, Agilent), operating with hydrogen as carrier gas, and coupled to an Agilent MSD 5975C mass spectrometer. Injections (1µL) of samples were made up in split mode (10:1) split relation; GC oven was programmed under the following conditions: 50ºC for 4 min and 10ºC/min to 280ºC for 10 min. The mass spectrometer was operated in SIM mode. Intermediates were detected by adding 25 ml of chloroform to 250 mL of supernatant and the pH was adjusted to 2 to favour the extraction of intermediates formed during the biodegradation process. The water content in the organic phase was removed by addition of anhydrous sodium sulphate and subsequently filtered. The sample was thenintroduced in a rotatory vacuum concentrator(RVC 2-25 CCHRIST/CHRIST CF04-50 SR), and the residue was dissolved in chloroform. The same gas chromatograph equipment served our goal to detect the intermediate metabolites, and 1µL-injections of the samples were made up in split mode (2:1 split relation); GC oven was programmed under the following conditions: 50ºC for 5 min, then 5ºC/min to 280ºC for 5 min. The mass spectrometer was operated in SCAN mode. 2.6.5 Statistical design The statistical design was analysed through the ANalysis Of VAriance (ANOVA) using Design Expert® 9.0.0 software (Stat-Ease Inc., Minneapolis, USA). A second order polynomial equation was applied to correlate the dependent and independent variables: Yi =x0 +x1 T+x2 pH+x3 agitation+x4 T∙pH+x5 T∙agitation + x6 pH∙agitation +x7 T 2 +x8 pH 2 +x9 agitation2 where 𝑌𝑖 is the response variable (contaminant remediation) x0 is a constant, x1, x2and x3are the regression coefficients for linear effects; x4,x5and x6are the regression coefficients for interaction effects, and x7,x8 and x9 are the regression coefficients for quadratic effects, and T, pH and agitation are the independent variables. 3. Results and discussion The proposal of an efficient bioremediation process for effluents containing PAHs and azo dyes requires the finding of a suitable medium and operating conditions. Therefore, prior to approach the operation at bioreactor scale and simulating the treatment of a real-scale effluent, the optimization at small scale is sketched. 3.1. Optimization of medium and treatment conditions The first aim is to find a suitable biotreatment medium allowing the solubilisation of the hydrophobic contaminants (PAHs) and without negatively interfering in the bioremediation of the hydrophilic pollutants (azo dye RB5). As previously demonstrated, the acclimation of a P. stutzeri strain to the presence of neoteric contaminants like imidazolium-based ionic liquids triggered a permanent alteration at a gene level that led to the synthesis of an exopolysaccharide (Álvarez et al, 2015). This modification widened the proved versatility of this microbial strain for the remediation of different kinds of pollutants (Moscoso et al, 2012 b; Moscoso et al, 2012d, Moscoso et al, 2013b), as this biopolymer can help to increase its potential for the biotreatment of dyes, by promoting dye adsorption phenomena. Therefore, the addition of a non-ionic surfactant to the biotreatment medium is critical, as it assists in increasing hydrophobic contaminants bioavailability but may solubilize the synthesized exopolysaccharide, thus hindering the dye removal. As Tween 80 and glucose may act as carbon source in cultures of P. stutzeri,as previously reported (Moscoso et al, 2012a; Álvarez et al, 2015), the combination of different concentrations of both compounds may be crucial to reach a compromise between PAH bioavailability and exopolysaccharide solubilisation.Since 10 g/L is the carbon source concentration leading to the highest levels of biomass, declining concentrations of Tween 80 were combined with growing compositions of glucose ([Glucose], [Tween 80] in g/L = (0.0,10), (2.5, 7.5), (5.0, 5.0 ), (7.5, 2.5), (9.0, 1.0) and (9.9, 0.1)), and the data are presented in Fig. 1. These data evidence the existence of an optimum ratio (9.0, 1.0), as the PHE, PYR and BaA are completely solubilized while the decolorisation of the azo dye RB5 overtook 60%. Once this ratio was chosen, Response Surface Methodology (RSM) based on a central composite face-centred design was applied to optimize the contaminants remediation when using temperature, pH and agitation as independent variables. The operation range was defined after a previous screening, and the designed experimental 34 runs (including five replicates of the central point to evaluate the reliability of the data) are presented in the supplementary material (Table S1) together with the bioremediation percentages. The analysis of the statistical parameters shown in Table S2 demonstrates that a quadratic model is significant (P<0.0001) for a suitable description of the 4 responses under study (RB5, PHE, PYR and BaA removal). Hence, the coefficients for defining the equation of effects are shown in Table 1. In a visual inspection of the data compiled in this table, it becomes patent that the influence of pH, agitation and temperature is significant for almost all the contaminants, while the interaction and quadratic effects seem to be more dependent on the contaminant under study. In this context, the graphical representation of the response surfaces for each contaminant at optimum agitation rates (150 rpm) isshown in Fig.2. The visualization of the data licenses to draw a distinction between azo dye and PAHs, as a result of their completely different chemical nature, even though both of them share the presence of condensed aromatic rings. On the one hand, maximum dye removal levels can be attained at pH values lower than 6.5 and temperatures higher than 32.5ºC. On the other hand, PAHs removal is only feasible for pH values higher than 6.5 for all the temperatures under study. The numerical optimization carried out by using the software Design Expert® 9.0.0led to the conclusion that pH 7.0, T= 37.5ºC and agitation rates of 146 rpm led toaverage contaminants removal levels higher than 60% for PHE, PYR, BaA and RB5, respectively. 3.2 Scaling-up, modeling and simulation of the process at real scale After the operating conditions and biotreatment medium were selected, the scalingup of the process was approached. Then, a bench-scale bioreactor will provide valuable data prior to simulate the process at real scale. Therefore, the first step was carrying out the biological reaction at the optimum conditions, going from flask to bioreactor scale. A kinetic model widely applied in the characterization of bioremediation processes allowed describing two important variables of the process, biomass concentration and pollutant removal (Deive et al, 2010): X X 1 e D 1 e max X max 1 m t ln X 0 Dm ax Dmax 1 Dt ln D 0 where X and D are the biomass (g/L) and contaminant removal (%) at an specific moment of the biotreatment (t), X0 and D0 are the initial biomass and removal, Xmax and Dmaxare the maximum biomass and pollutant removal, and µm and µD are the maximum specific growth rate and maximum specific remediation rate (h-1). The values of the regression coefficients R2 listed in Table 2 (always higher than 0.9) evidence the suitability of the proposed models to get a deep insight in the kinetic characteristics of the process carried out at flask and bioreactor scale at the optimum conditions obtained previously. The data presented in Fig. 3 also makes it evident this adequate description for both the biomass and contaminants remediation. A conscious analysis of the biomass parameters points to the benefits of operating at bioreactor scale, as both the maximum biomass concentration and specific growth rate are enhanced by about 2 and 4 times, respectively. These results are coincident with previous studies tackling the scaling-up of dye-remediation processes from flask to bench-scale bioreactors (Deive et al, 2010).These ameliorations are also reflected in the maximum levels of pollutant removal recorded, as an average increase of about 12% and 5% is recorded for the PAHs and RB5, respectively, when going from flask to bioreactor scale. The reason for this boosted behavior can be attributed to the inherent benefits of operating in this kind of stirred tank bioreactor, like the greater mass transfer of contaminants and oxygen promoted by the Rushton impeller. In this line, it has already been well documented the superior performance of this turbine for improving oxygen mass transfer coefficients (Moucha et al, 2003). This is crucial for an efficient biodegradation process because aerobic biodegradation mechanisms demand the existence of molecular oxygen as electron acceptor, thus easing the activation of the substrate through oxygenation reactions biocatalyzed by mono or dioxygenases (Cao et al., 2009). In this vein, GC-MS analysis confirms this hypothesis, since the three PAHs seem to follow the same metabolic route and, after a double hydroxylation of one aromatic ring, its cleavage is eased. Then, depending on the PAH, the stages are repeated up to diethylphtalate and phtalic acid are obtained (c.f. Fig. S2 in Supplementary Material) which are easily mineralized. The proposed route is in agreement with previous results of our group and other researchers (Moscoso et al, 2012a, 2015; Khanna et al, 2011), which confirms that the acclimated P. stutzeri is able to follow the same metabolic strategies to degrade the contaminants. A deeper insight into the nature of the remediation process can be achieved byapplyingthemodel reported by Marques et al. (1986), and subsequently adapted by Deiveet al. (2010), where the remediation is presented as a function of the growth rate and the biomass as can be seen in the following equation: X e t X 1,0 n m ax ln 1,0 0 1,0 e t D D0 mX 0 X0 X m ax 1,0 e t 1 , 0 X m ax This algorithm relates the degradation efficiency with the growth rate (m= 0), the biomass (n = 0) or both parameters (m ≠ 0 and n ≠ 0). The data obtained are presented in Table 3. The values of the parameters reflect that the remediationof all the contaminants displays a greater dependence on the biomass production, since in all cases m is, at least, more than one order of magnitude higher than n. This behaviour is in agreement with the results reported for the remediation of this kind of contaminants independently (Deive et al., 2010; Moscoso et al., 2012a). This higher relationship with the biomass production may be related to the nature of the remediation process, as usually, two subsequent stages are underlying the contaminant removal: biosorption and metabolisation. In this sense, it has been observed that PAHs and di-azo dye RB5 behave differently, and this behaviour is confirmed both at flask and bioreactor scale. Thus, while levels of biosorption lower than 35% are recorded for the PAHs (with just 7% for the low molecular weight PAH, PHE), 60 % of the RB5 is adsorbed on the bacterial biomass. The reason for the higher affinity of RB5 dye in relation to the PAHs liesagain in the different chemical nature of these contaminants. Thus, the ionic character of the dye will ease the establishment of electrostatic interactions with the protonated nitrogen-containing functional groups in microbial cells and proteins, as a consequence of the existence of slightly acidic conditions (Bidisha et al, 2006).This fact also explains the improved results of dye removal previously observed at acid pHs. All in all, the optimized conditions allowed accomplishing high levels of remediation of dyes and PAHs simultaneously. In order to further quantify the advancements, this one-step biotreatment process will be likened with a traditional option including a twostages process: a P. stutzeri mesophilic step to treat the PAHs (with a duration of 150 h) followed by a thermophilic step employing Anoxybacillusflavithermusto decolorize RB5 (with a total time of 12 h), in line with prior investigations (Moscoso et al, 2015; Deive et al, 2010). Both processes are presented in Fig. 4, with a view to ease the analysis between the two options, and they were simulated to remediate a 200,000 m3/year polluted effluent (with 300 mMPAHs and 0.04 mg/L ofazo dye) from a leather industry. The software tool employed was SuperProDesigner v8.5 (Intelligen Inc.), as it is a simple way to interactively analyze on a consistent basis the viability of both remediation alternatives at large scale. One of the advantages provided by this program is that it enables to easily peruse the throughput capacity and time utilization of each operation unit. Hence, on the basis of the technical needs indicated above, time requirements, remediation yields, and biomass production, both alternatives were simulated, and the main results for each of them are compiled in Table 4. It becomes patent that the one-stage biotreatment involves a drastic cycle time reduction from 221 h/batch to 53 h/batch, thus allowing the performance of up to 309 batches per annum, while maintaining high levels of pollutants remediation. Additionally, this greater throughput capacity parallels a reduction in fixed capital investment and manufacturing cost up to about 40%. When all this information is taken together, the total costs of effluent treatment are reduced by ten times, which makes it patent the aptness of the proposed process.Apart from that, and given the versalitity of the proposed strain in terms of substrates utilization (complex media, metal working fluids, etc.) as already demonstrated in previous research works (Moscoso et al, 2012d), the future search of cheaper nutrients and other operation modes, as well as strategies including biomass recycling will allow decreasing the total costs of the process. Conclusion The present manuscript has demonstrated the technical and economic superiority of a one-step bioremediation process based on an acclimated P. stutzeri strain, to treat an effluent polluted with 3 model PAHs and a model diazo dye.An optimum medium and operating conditions were selected prior to demonstrate the viability of the strategy at bioreactor scale. The kinetic parameters of the process wereobtained in order to license its simulation with the software SuperPro Designer, recording enhancements of treatment throughput near to 6 times while reducing the total cost in one order of magnitude. Acknowledgements This work has been supported by the Spanish Ministry of Economy and Competitiveness and EDRF funds (project CTM2014-52471-R). F. J. Deive acknowledges Spanish Ministry of Economy and Competitiveness for funding through a Ramón y Cajal contract. References 1. Álvarez, M.S., Moscoso, F., Rodríguez, A., Sanromán, M.A., Deive, F.J., 2013. Novel physico-biological treatment for the remediation of textile dyes-containing industrial effluents, Bioresour. Technol. 146, 689-695. 2. Álvarez, M.S., Rodríguez, A., Sanromán, M.A., Deive, F.J., 2015. Microbial adaptation to ionic liquids, RSC Adv. 5, 17379-17382. 3. Bae, J.S., Freeman, H.S., 2007. Aquatic toxicity evaluation of new direct dyes to the Daphnia magna, Dyes Pigment. 73, 81-85. 4. Bidisha, C., Sreeranjani, R., Shaik, A., Chaudhari, S., Sumathi S., 2006. Bioaccumulation and biosorption of drimarene red dye by Aspergillus foetidus. Int. J. Environ. Poll.28, 517-533. 5. Cao, B., Nagarajan, K., Loh, K.C., 2009. Biodegradation of aromatic compounds: current status and opportunities for biomolecular approaches. Appl. Microbiol. Biotechnol. 85, 207-228. 6. Deive, F.J., Domínguez, A., Barrio, T., Moscoso, F., Morán, P., Longo, M.A., Sanromán, M.A., 2010. Decolorization of dye Reactive Black 5 by newly isolated thermophilic microorganisms from geothermal sites in Galicia (Spain), J. Hazard. Mater. 182, 735-742. 7. Devesa-Rey, R., Bustos, G., Cruz, J.M., Moldes, A.B., 2012. Evaluation of nonconventional coagulants to remove turbidity from water, Water Air Soil Poll. 223, 591598. 8. EU Environmental policy handbook. A critical analysis of EU environmental legislation, (EEB), 2005. 9. Ghosh, I., Jasmine, J., Mukherji, S., 2014. 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Enhanced decolourisation of methylene blue by LDH-bacteria aggregates with bioregeneration, Chem. Eng. J. 242, 187-194. 15. Manenti, D.R., Modenes, A.N., Soares, P.A., Espinoza-Quinones, F.R., Boaventura, R.A.R., Bergamasco, R., Vilar, V.J.P., 2014. Assessment of a multistage system based on electrocoagulation, solar photo-Fenton and biological oxidation processes for real textile wastewater treatment, Chem. Eng. J. 252, 120-130. 16. Marqués, A., Estañol, I., Alsina, J.M., Fusté, C., Simon-Pujol, D., Guinea, J., Congregado, F., 1986. Production and rheological properties of the extracellular polysaccharide synthesized by Pseudomonassp strain EPS-5028. Appl. Environ. Microbiol. 52, 1221-1223. 17. Moscoso, F., Deive, F.J., Longo, M.A., Sanromán, M.A., 2012a.Technoeconomic assessment of phenanthrene degradation by Pseudomonas stutzeri CECT 930 in a batch bioreactor, Bioresour. Technol. 104, 81-89. 18. Moscoso, F., Deive, F.J., Longo, M.A., Sanromán, M.A., 2012b. 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Sancar, B., Balci, O., 2013. Decolorization of different reactive dyes wastewater by O3 and O3/ultrasound alternatives depending on different working parameters, Text. Res. J. 83, 574-590. 28. Simarro, R., González, N., Bautista, L.F., Sanz, R., Molina, M.C., 2011. Optimisation of key abiotic factors of PAH (Naphthalene, Phenanthrene and Anthracene) biodegradation process by a bacterial consortium, Water Air Soil Pollut. 217, 365-374. 29. USEPA. (2008) Polycyclcic aromatic hydrocarbons (PAHs) United States Office of Solid Waste, Environmental Protection Agency, 2046-Washington, DC. 30. Vecino, X., Devesa-Rey, R., Cruz, J.M., Moldes, A.B., 2013. Entrapped peat in alginate beads as green adsorbent for the elimination of dye compounds from vinasse, Water Air Soil Poll. 224, 1448-1458. 31. Yang, X.J., Lu, G.N., Wang, R., Xie, Y.Y., Guo, C.L., Yi, X.Y., Dang, Z., 2015. Competitive solubilization of 4,4 '-dibromodiphenyl ether, naphthalene, and pyrene mixtures in Triton X series surfactant micelles: The effect of hydrophilic chains, Chem. Eng. J. 274, 84-93. 32. Zaharia, C., Suteu, D., 2013. Coal fly ash as adsorptive material for treatment of a real textile effluent: operating parameters and treatment efficiency, Environ. Sci. Poll. Res. 20, 2226-2235. CAPTION TO FIGURES AND TABLES FIGURE 1.PAHs solubilization ( ) and RB5 removal () for different concentrations of glucose and Tween 80. FIGURE 2.Effect of pH and temperature in the biotreatment of dyes and PAHs at the optimum agitation (150 rpm) FIGURE 3. Biomass concentration () and removal of RB5 (), PHE (), PYR () and BaA () in thebiotreatment processes carried out at flask (black) and bioreactor scale (blue). Dots represent the experimental data and solid lines are employed for the modelled data. FIGURE 4. Two-step (PFD 1) vs. one-step (PFD 2) process flowsheet diagrams for the industrial biotreatment of PAHs and RB5-polluted effluents as obtained with the software SuperProDesigner v8.5. TABLE 1.Values of the coefficients for the equation of effects in the remediation of RB5, PHE, PYR and BaA. TABLE 2.Parameters of the logistic model to characterize the kinetic growth and pollutant remediation by the adapted P. stutzeri at small and bioreactor scale TABLE 3. Parameters of the model from Marqués et al for the remediation process at bioreactor scale TABLE 4.Treatment capacity, remediation efficiency and scheduling summary for the twostages and one-stage biotreatmentprocesses TABLE 1 Linear effects Pollutant x0 x1 Interaction effects Quadratic effects x4 x2 x3 186.6 0.055 3.28 x5 x6 x7 x8 x9 -0.012 -0.026 -0.131 -23.40 0.002 RB5 -381.4 -8.04 PHE -52.6 10.37 -101.7 1.69 0.307 -0.019 0.118 -0.125 8.11 -0.005 PYR 381.0 6.38 -211.3 1.26 0.374 -0.008 0.126 -0.106 16.77 -0.005 BaA 131.4 -3.50 -31.28 0.595 1.111 0.006 0.027 -0.081 0.830 -0.003 Parameters in bold are significant (P< 0.05) (c.f. Supplementary Material). TABLE 2 Scale X0(g L-1) Xmax(g L-1) µmax(h-1) R2 Flaskscale 0.44 3.55 0.22 0.91 Bioreactorscale 0.01 6.27 0.97 0.98 Contaminant D0(%) Dmax(%) µD(h-1) R2 RB5 0.1 73.7 0.31 0.98 PHE 8.6 70.6 0.15 0.93 PYR 6.2 56.1 0.11 0.97 BaA 0.5 64.5 0.52 0.93 RB5 0.1 78.1 0.59 0.98 PHE 7.9 83.6 0.13 0.95 PYR 7.7 68.5 0.11 0.93 BaA 3.8 77.2 0.29 0.94 Flaskscale Bioreactorscale TABLE 3 RB5 PHE PYR BaA D0 (%) 0 0 0 0.0 m (%/g) 4.6 8.7 6.2 9.4 n (%/g/h) 0.1 0.0 0.0 0.0 R2 0.90 0.89 0.90 0.96 TABLE 4 2-steps biotreatment 1-step biotreatment Batch time (h) 220.8 52.5 Batch number per year 309 51 Total RB5 removal (%) 78.0 79.5 Total PHE removal (%) 95.6 85.0 Total PYR removal (%) 95.6 70.9 Total BaA removal (%) 95.6 78.6 100 100 80 80 60 60 40 40 20 20 0 0 0 2 4 6 8 10 2 0 Tween concentration (g/L) 10 8 6 4 Glucose concentration (g/L) PAHs solubilisation (%) Dye removal (%) FIGURE 1 FIGURE 2 Pollutant Removal (%) Biomass concentration (g/L) 10.0 7.5 7.5 5.0 5.0 2.5 2.5 0.0 0.0 75 75 50 50 25 25 0 0 20 40 Time (h) 60 0 20 40 Time (h) 60 80 0 Biomass concentration (g/L) 10.0 Pollutant removal (%) FIGURE 3 FIGURE 4 PFD 1 PFD 2 HIGHLIGHTS Acclimated Pseudomonas stutzeri efficiently remediates PAH and dye-polluted effluents Viable biotreatment medium and optimum operating conditions were determined. Kinetics of the biotreatment and its economic advantages were ascertained ANNEX 4 IONIC LIQUIDS AND NON-IONIC SURFACTANTS: A NEW MARRIAGE FOR AQUEOUS SEGREGATION (RSC ADVANCES, 2014, 4: 32698-32700). RSC Advances View Article Online Published on 15 July 2014. Downloaded by Universidad de Vigo on 01/09/2015 11:28:12. COMMUNICATION Cite this: RSC Adv., 2014, 4, 32698 View Journal | View Issue Ionic liquids and non-ionic surfactants: a new marriage for aqueous segregation† M. S. Álvarez, M. Rivas, F. J. Deive,* M. A. Sanromán and A. Rodrı́guez* Received 27th May 2014 Accepted 14th July 2014 DOI: 10.1039/c4ra04996a www.rsc.org/advances The aqueous nature of aqueous biphasic systems has boosted their use in downstream stages in biotechnological processes. Since aqueous solutions of non-ionic surfactants are widely used for different metabolites' purification, we have demonstrated for the first time their segregation capacity in the presence of ionic liquids. Since 2003, when Rogers and collaborators1 rst addressed the ability of ionic liquids to be salted out in aqueous solutions by high charge density inorganic salts, great interest has been devoted to ionic liquid-based aqueous biphasic systems (ABS).2 These molten salts have posed undoubted benets in a diversity of elds, be it in electrochemistry, analytical chemistry, surface science, catalysis, nanotechnology or biotechnology.3 This interest emerges from their appealing features. Among them, their structural modularity allows tuning the cation and anion to design millions of combinations for each desired application or task.4 In this sense, the application of ionic liquids-based ABS has shown an enormous potential for the separation of metabolites with industrial interest, since very oen, the requirements for their extraction are very tough (temperature, solvent properties, pH, etc.). The development of new downstream strategies, which usually represents more than 50–80% of the total processing cost, urges the investigation of more competitive alternatives to maximize product recovery and foster the economic feasibility and robustness of biotechnological and chemical processes.5 Miscibility control in aqueous solutions of ionic liquids has been basically tackled by using different inorganic and organic salts, although they oen entail problems regarding metabolites stability. These handicaps have made us to hypothesize that the use of non-ionic surfactants, widely employed in bioprocessing operations, could be a suitable strategy for achieving phase separation in the presence of ionic liquids, the latter acting as salting out agents. In this way, liquid–liquid equilibrium is yielded aer a complex competition between the nonionic surfactant and the ionic liquid for the water molecules. In previous research works, we have demonstrated the ability of surface active compounds belonging to the most commonly used families (Triton and Tween), to be salted out by inorganic and organic salts aiming at applying them for the separation of metabolites and pollutants.6 In this present case, given the advantages provided by surfactant-based ABS such as lower interface tension, economical reasons (low cost of the reagents and rapid phase segregation), greater immiscibility windows, null ammability, and commercial availability of all components at bulk quantities,6 we have bet in Triton family, due to its relevance in different biotechnological applications.7 Thus, Triton X-100 and Triton X-102, composed by an 8-carbon tertiary alkyl chain and 9–10 ethylene oxide units or 12–13 ethylene oxide units, respectively, have been cherry-picked for this work (structure shown in Scheme 1). In relation to the salting out agent, we have selected 1-ethyl3-methyl imidazolium ethylsulfate (C2MIMC2SO4) since it is already produced at an industrial scale (more than one ton per annum), which ensures its availability when implemented at high scale. Besides, it can be easily synthesized in an atomefficient and halide-free way, at a reasonable cost, it shows high Department of Chemical Engineering, Campus Lagoas Marcosende 36310, University of Vigo, Spain. E-mail: [email protected]; [email protected] † Electronic supplementary information (ESI) available: Materials and methods, and tables containing solubility data. See DOI: 10.1039/c4ra04996a 32698 | RSC Adv., 2014, 4, 32698–32700 Scheme 1 Structure of the ionic liquids and non-ionic surfactants used. This journal is © The Royal Society of Chemistry 2014 View Article Online Published on 15 July 2014. Downloaded by Universidad de Vigo on 01/09/2015 11:28:12. Communication chemical and thermal stability, low melting points and relatively low viscosities.8 Its biocompatibility with enzymes has also been reported in previous works for the separation of lipases.9 Moreover, 1-ethyl-3-methyl imidazolium butylsulfate (C2MIMC4SO4) and 1-ethyl-3-methyl imidazolium hexylsulfate (C2MIMC6SO4) were selected in order to evaluate the inuence of the hydrophobicity of the ionic liquid at 25 C. Thus, in this work both the hydrophobicity of the components (ionic liquids and surfactants) and the operation temperature to map the immiscibility region have been screened. The variation of the alkyl chain length in the anion (C2SO4, C4SO4 and C6SO4) revealed that just ethylsulfate-based ionic liquid led to phase segregation, as shown in Fig. 1. Usually, as demonstrated previously,1 phase segregation in aqueous solutions involving ionic liquids and inorganic salts are made up by an upper ionic liquid-rich phase and a bottom inorganic salt-rich phase. In this particular case, the competition of the ionic liquid and non-ionic surfactant for the water molecules is won by C2MIMC4SO4. Notwithstanding the fact that longer alkyl chain lengths in the anion were reported to be benecial for increased immiscibility windows,10 this just happens when the phase segregation in aqueous solutions of ionic liquids is triggered by high charge density salts. In this case, ionic liquids are playing the role of salting out agents, and therefore, the more hydrogen bonding capacity the ionic liquid Fig. 1 Immiscibility regions for ABS composed of C2MIMC2SO4 and Triton X-102 (upper) and Triton X-100 (down) at different temperatures: ( ) 25 C; ( ) 40 C; ( ) 50 C; ( ) 60 C. Dots represent experimental data and solid lines represent the data obtained from correlation. This journal is © The Royal Society of Chemistry 2014 RSC Advances shows, the more interaction with water molecules it displays, thus leading to an easier phase disengagement. Additionally, a complete characterization of the immiscibility region was carried out. In general, ABS ternary phase diagrams are plotted in an orthogonal representation, where pure water is located in the origin of the axes.2 This is due to the fact that as the concentration of the salt is increased up to the saturation limit, the coexistence of a precipitate should be taken into account. Hence, this kind of systems is always “incomplete”. In this particular case, the presence of a liquid salt (ionic liquid) and the liquid surfactant allows to completely characterize the immiscibility gap. The data shown in Fig. 1 reveals that the immiscibility window occurs only in the ternary region, while binary mixtures involved in the system are completely miscible. Therefore, these systems fall into an island-type ternary system (type 0 in Treybal classication).11 In addition, the Othmer–Tobias12 correlation equation, which relates the tie line mass concentration of the top phase with the bottom phase to obtain a linear function, was used to t the experimental tie line data obtained for each ABS system (listed in Table S3†): a 1 wI1 1 wII 2 ¼ b wI1 wII 2 where a and b are the tting parameters, w is the mass fraction, subscripts 1 and 2 refer to surfactant and ionic liquid, respectively, and superscripts I and II indicate the surfactant-rich phase and ionic liquid-rich phase, respectively. The values of the model parameters are presented in the ESI (Table S4†), together with the correlation coefficient R2. The data obtained evidences a high degree of thermodynamic consistency since the values of R2 are all higher than 0.9. In this study, the tunability is a term not only associated with the ionic liquid, but also with the non-ionic surfactant, since it provides some degree of structural modularity, by modifying its hydrophobicity degree. A valuable tool to ascertain the hydrophobicity of a surfactant is by using the hydrophilic–lipophilic balance (HLB), which is an empirical number varying from 0 (low hydrophilicity) to 20 (high hydrophobicity). Data from the supplier reveals lower HLB values for Triton X-100 (13.5) than for Triton X-102 (14.4). Taking this into account, it should be expected that the use of surfactants with higher degree of hydrophobicity would entail greater immiscibility windows. From the experimental data illustrated in Fig. 1, it seems that this hypothesis is conrmed and Triton X-100 shows weaker interactions with water molecules than Triton X-102 in the presence of C2MIMC2SO4, thus easing phase disengagement. Regarding the operation temperature, a visual inspection of the results obtained at temperatures ranging from 25 C to 60 C (also shown in Fig. 1) evidences a greater liquid–liquid demixing capacity at higher temperatures. The reason behind this behavior lies in the different nature of the main components existing in the ABS. Thus, the non-ionic surfactant becomes more hydrophobic at increased temperatures, thus weakening hydrogen bond interactions and easing phase segregation. On the contrary, C2MIMC2SO4 becomes more hydrophilic, which leads to a greater interplay with water RSC Adv., 2014, 4, 32698–32700 | 32699 View Article Online Published on 15 July 2014. Downloaded by Universidad de Vigo on 01/09/2015 11:28:12. RSC Advances molecules. These trends are in agreement with available literature data tackling the phase segregation in aqueous solutions of liquid polymers in the presence of organic and inorganic salts.13 However, the ionic liquid-based ABS carried out in the presence of inorganic salts,14 exhibit an inverse trend, which conrms the importance of a conscious selection for a successful ABS composed of ionic liquids and non-ionic surfactants. The analysis of literature data on the effect of temperature on immiscibility gaps for aqueous systems reects that these trends can be generalized, as shown in Table S5 in the ESI.† In summary, the present work has demonstrated the suitability of ionic liquids and surfactants for achieving liquid– liquid demixing in aqueous solutions. This combination opens up new opportunities for the separation of biotechnologically relevant biomolecules from aqueous culture broths, where they are usually produced, given the relevance of non-ionic surfactants in both upstream and downstream operations. A highly hydrophobic surfactant combined with a very hydrophilic ionic liquid, operating at elevated temperatures, will thus be a perfect scenario for maximizing the immiscibility region. In this sense, the proposed strategy would perfectly suit to implement an efficient separation process in the extraction of biomolecules from thermophilic microorganisms, where the operation temperatures are usually higher than 50 C. Acknowledgements This work has been supported by the Spanish Ministry of Economy and Competitiveness and EDERF funds (project CTM2012-31534). F. J. Deive acknowledges Xunta de Galicia for funding through an Isidro Parga Pondal contract. Notes and references 1 K. E. Gutowski, G. A. Broker, H. D. Willauer, J. G. Huddleston, R. P. Swatloski, J. D. Holbrey and R. D. Rogers, J. Am. Chem. Soc., 2003, 125, 6632. 2 M. G. Freire, A. F. M. Claudio, J. M. M. Araújo, J. A. P. Coutinho, I. M. Marrucho, J. N. Canongia Lopes and L. P. N. Rebelo, Chem. Soc. Rev., 2012, 41, 4966. 3 N. V. Plechkova and K. R. Seddon, Chem. Soc. Rev., 2008, 37, 123. 32700 | RSC Adv., 2014, 4, 32698–32700 Communication 4 (a) M. J. Earle, J. M. S. S. Esperança, M. A. Gilea, J. N. Canongia Lopes, L. P. N. Rebelo, J. W. Magee, K. R. Seddon and J. A. Widegren, Nature, 2006, 439, 831; (b) K. J. Baranyai, G. B. Deacon, D. R. MacFarlane, J. M. Pringle and J. L. Scott, Aust. J. Chem., 2004, 57, 145. 5 R. Datar and C. Rosen, in Separation processes in biotechnology, ed. J. A. Asenjo, Marcel Dekker, New York and Basel, 1990. 6 (a) G. Ulloa, C. Coutens, M. Sánchez, J. Sineiro, J. Fábregas, F. J. Deive, A. Rodrı́guez and M. J. Núñez, Green Chem., 2012, 14, 1044; (b) M. S. Álvarez, F. Moscoso, A. Rodrı́guez, M. A. Sanromán and F. J. Deive, Bioresour. Technol., 2013, 146, 689; (c) M. S. Álvarez, F. Moscoso, F. J. Deive, M. A. Sanromán and A. Rodrı́guez, Bioresour. Technol., 2014, 162, 259; (d) M. S. Álvarez, F. Moscoso, F. J. Deive, M. A. Sanromán and A. Rodrı́guez, J. Chem. Thermodyn., 2012, 55, 158; (e) M. S. Álvarez, F. Moscoso, A. Rodrı́guez, M. A. Sanromán and F. J. Deive, J. Chem. Thermodyn., 2012, 54, 385; (f) M. S. Álvarez, E. Gutiérrez, A. Rodrı́guez, M. A. Sanromán and F. J. Deive, Ind. Eng. Chem. Res., 2014, 53, 8615; (g) E. Gutiérrez, M. S. Álvarez, A. Rodrı́guez, M. A. Sanromán and F. J. Deive, J. Chem. Thermodyn., 2014, 70, 147. 7 A. Singh, J. D. Van Hamme and O. P. Ward, Biotechnol. Adv., 2007, 25, 99. 8 A. B. Pereiro, F. J. Deive, J. M. S. S. Esperança and A. Rodrı́guez, Fluid Phase Equilib., 2010, 291, 13. 9 F. J. Deive, A. Rodrı́guez, A. B. Pereiro, J. M. M. Araújo, M. A. Longo, M. A. Z. Coelho, J. N. Canongia Lopes, J. M. S. S. Esperança, L. P. N. Rebelo and I. M. Marrucho, Green Chem., 2011, 13, 390. 10 F. J. Deive, A. Rodrı́guez, I. M. Marrucho and L. P. N. Rebelo, J. Chem. Thermodyn., 2011, 43, 1565. 11 R. E. Treybal, Liquid Extraction, McGraw-Hill, New York, 2nd edn, 1963. 12 D. F. Othmer and P. E. Tobias, Ind. Eng. Chem., 1942, 34, 693. 13 (a) R. Govindarajan, K. Divya and M. Perumalsamy, J. Chem. Eng. Data, 2013, 58, 315; (b) H. Rasa, M. Mohsen-Nia and H. Modarress, J. Chem. Thermodyn., 2008, 40, 573. 14 (a) H. Lv, D. Guo, Z. Jiang, Y. Li and B. Ren, Fluid Phase Equilib., 2013, 341, 23; (b) B. G. Alvarenga, L. S. Virtuoso, N. H. T. Lemes and P. O. Luccas, J. Chem. Thermodyn., 2013, 61, 45. This journal is © The Royal Society of Chemistry 2014 ANNEX 5 AQUEOUS IMMISCIBILITY OF CHOLINIUM CHLORIDE IONIC LIQUID AND SURFACTANTS (JOURNAL OF CHEMICAL THERMODYNAMICS, 2015, 91: 86-93). TRITON J. Chem. Thermodynamics 91 (2015) 86–93 Contents lists available at ScienceDirect J. Chem. Thermodynamics journal homepage: www.elsevier.com/locate/jct Aqueous immiscibility of cholinium chloride ionic liquid and Triton surfactants María S. Álvarez a, F. Patiño b, Francisco J. Deive a,⇑, M. Ángeles Sanromán a, Ana Rodríguez a,⇑ a b Department of Chemical Engineering, Universidade de Vigo, P.O. Box 36310, Vigo, Spain Design in Engineering Department, Universidade de Vigo, P.O. Box 36310, Vigo, Spain a r t i c l e i n f o Article history: Received 28 May 2015 Received in revised form 18 July 2015 Accepted 21 July 2015 Available online 29 July 2015 Keywords: Aqueous biphasic systems Ionic liquids Cholinium chloride Non-ionic surfactants Triton a b s t r a c t The immiscibility windows of aqueous solutions containing the ionic liquid cholinium chloride (N1112OHCl) and the non-ionic surfactants Triton X-100 and Triton X-102 have been determined by the cloud point method at temperatures ranging from T = (298.15 to 333.15) K. The experimental values have been correlated by using two well-known equations. The tie-lines have been ascertained by means of density and refractive indices measurement, and the experimental data have been modeled by the Othmer–Tobias, Bancroft and Setschenow equations. The use of cholinium chloride involves greater demixing capacity than other imidazolium-based ionic liquids. Ó 2015 Elsevier Ltd. All rights reserved. 1. Introduction Over the last years, environmental concerns have highlighted the extensive and increasing importance of implementing industrial processes using greener solvents. Hence, a key target for enhancing competitiveness of the chemical industry is to reduce the environmental impact when manufacturing high value products. In particular, the replacement of volatile organic compounds with non-flammable and tuneable ionic liquids [1] has set the pace for the achievement of truly revolutionary processes. The last discovery involving these salts allows envisaging the prominence that these solvents may have in the near future: a new IL-based rechargeable battery system affording charging times of around one minute [2]. Currently, these molten salts are already used at an industrial scale in companies such as BASF, Institut Français du Pétrole, Degussa, Linde, Pionics and G24i, and the annual production of some of them (mostly belonging to imidazolium family) exceeds the ton per year [3,4]. However, these promising expectations can be jeopardized when bearing in mind the toxicity and persistence of some cations like the imidazolium. In this sense, the use of more biocompatible ionic liquids like those based on the cholinium cation is the subject of more and more studies focused on a diversity of topics that range from fundamentals to the demonstration of their low environmental impact or their ⇑ Corresponding authors. Tel.: +34 986 81 87 23. E-mail addresses: [email protected] (F.J. Deive), [email protected] (A. Rodríguez). http://dx.doi.org/10.1016/j.jct.2015.07.027 0021-9614/Ó 2015 Elsevier Ltd. All rights reserved. biocompatibility with enzymes [5,6]. These features have furthered their application in separation processes. Very often, conventional (liquid + liquid) extraction strategies involve the use of volatile and toxic organic solvents. Thus, the emergence of this kind of biocompatible ionic liquids opens up new roads in the development of more environmentally friendly aqueous biphasic systems (ABS) [7,8]. This separation method consists in the phase segregation of an aqueous solution containing one hydrophilic compound when a certain amount of another hydrophilic compound is added. Traditionally, the most common combination was a polymer and a salt. However, since 2003, when Rogers et al. [9] reported the ability of ionic liquids to trigger phase disengagement, many authors have applied this kind of systems for the separation of a variety of biomolecules like enzymes [10,11], antioxidants [12] or alkaloids [13], among others. Several reasons justify the interest in applying ionic liquid-based ABS in the extraction of this type of molecules, e.g. short periods of time are required for phase disengagement, low energy demand or the possibility to work at mild operating conditions [14]. Another step towards the building of more competitive ionic liquid-based ABS could be the use of non-ionic surfactants, since they provide more advantages like a low interface tension, low cost (non-ionic surfactants are inexpensive), greater immiscibility region and negligible flammability and volatility [15]. In this sense, we have recently reported for the first time the ability of imidazolium-based ionic liquids to promote phase splitting in aqueous solutions of surface active compounds [16]. Among the 87 M.S. Álvarez et al. / J. Chem. Thermodynamics 91 (2015) 86–93 TABLE 1 Purities, provenance and characteristics of chemicals.a Compound Chemical structure Triton X-100 n = 9.5 Triton X-102 n = 12 Supplier Mass fraction purity HLBb CMC (ppm)b Sigma–Aldrich 0.98 0.98 13.4 14.4 189 267 N1112OHCl a b 0.97 Milli-Q water was used in all the experiments. HLB: hydrophilic lipophilic balance; CMC: critical micellar concentration. HLB and CMC were obtained from the supplier. Water 0 10 20 TABLE 2 Phase equilibria of {Triton X-100 (1) + N1112OHCl (2) + H2O (3)} at T = (298.15 to 333.15) K and P = 101.33 kPa.a 100 90 L 80 30 70 40 60 50 50 60 L+L 40 70 30 80 20 90 Triton X-100 0 10 S+L 100 10 20 30 40 50 60 70 80 90 100 0 N1112OHCl FIGURE 1. Phase diagrams for the systems {Triton X-100 (1) + N1112OHCl (2) + H2O (3)} at T = 298.15 K (s), T = 313.15 K ( ), T = 323.15 K ( ), T = 333.15 K ( ) and P = 101.33 kPa. Symbols represent experimental values, solid lines are guides to the eye and dashed lines refer to the model. Water 0 10 20 80 L 70 60 50 50 60 40 L+L 70 30 80 20 90 10 S+L 100 10 20 30 40 T = 323.15 K T = 333.15 K 100 w1 100 w2 100 w2 100 w2 100 w1 74.51 69.71 64.44 59.21 54.12 49.55 45.29 38.74 34.71 29.83 28.36 26.53 25.95 25.87 24.75 23.19 21.16 18.43 14.04 7.64 0.97 0.32 0.28 0.31 0.61 0.39 0.31 0.12 0.21 0.22 0.23 0.52 3.09 6.63 11.11 16.63 23.32 31.40 42.68 53.91 68.50 88.71 (Liquid + liquid) equilibria 74.89 0.90 70.02 0.51 69.37 0.68 64.47 0.75 64.07 0.68 59.32 0.65 59.38 0.49 54.12 0.44 54.02 0.39 49.88 0.57 49.18 0.59 44.47 0.65 43.53 0.48 39.01 0.49 39.89 0.44 34.83 0.24 34.98 0.54 29.03 0.65 29.59 0.58 19.51 0.55 20.02 0.38 14.71 0.54 19.72 0.24 12.84 0.17 18.75 1.86 12.12 29.55 18.47 4.69 11.95 7.90 18.45 8.19 11.73 1.39 18.16 11.92 11.60 17.40 17.80 17.37 11.45 2.93 16.15 22.96 11.27 11.06 13.92 37.57 10.82 4.72 12.23 47.31 10.52 43.59 7.65 60.02 6.61 60.55 0.95 85.15 0.74 85.92 68.01 64.38 59.42 54.17 49.49 44.34 39.74 35.01 29.52 19.47 9.46 7.68 7.20 6.68 5.97 4.97 4.95 4.92 4.61 4.52 4.35 4.13 0.78 0.57 0.61 0.71 1.03 0.62 0.51 0.31 0.50 0.51 0.61 0.41 31.23 0.10 56.28 13.92 0.68 7.41 3.16 1.16 1.80 0.58 3.79 85.47 77.41 71.34 65.61 58.71 51.39 43.78 36.27 27.74 19.33 9.67 1.06 1.42 8.31 16.76 25.22 34.53 44.03 53.82 64.22 74.23 86.67 97.33 75.14 71.60 64.89 57.42 51.54 43.72 36.27 24.21 18.77 10.63 1.07 76.09 70.08 64.89 59.79 52.32 45.31 35.55 26.85 18.09 10.07 0.88 1.06 9.58 16.36 23.84 33.62 41.61 53.21 62.63 73.60 84.78 96.51 100 w1 100 w1 90 40 0 T = 313.15 K 100 w2 100 30 Triton X-102 T = 298.15 K 50 60 70 80 90 100 a 0 (Solid + liquid) equilibria 0.19 76.27 1.01 7.11 71.84 8.52 16.47 64.88 16.58 25.48 59.30 25.87 33.83 52.34 34.60 42.68 44.24 43.45 51.58 35.84 53.76 65.37 26.53 64.67 72.58 18.06 74.81 83.46 9.38 85.88 95.25 0.82 95.29 Standard uncertainties are ur(w) = ±0.02, u(T) = ±0.01 K; u(P) = ±2 kPa. N1112OHCl FIGURE 2. Phase diagrams for the systems {Triton X-102 (1) + N1112OHCl (2) + H2O (3)} at T = 298.15 K (s), T = 313.15 K ( ), T = 323.15 K ( ), T = 333.15 K ( ) and P = 101.33 kPa. Symbols represent experimental values, solid lines are guides to the eye and dashed lines refer to the model. possible surfactants, Triton X family is widely applied in the biotechnological sector (enzyme purification, pollutants solubilization agent in bioremediation, etc.) [17,18], and has thus been selected for the present work. Then, in view of the above, the immiscibility regions for the systems (Triton X-100 or Triton X-102 + N1112OHCl + H2O) have been determined at several temperatures, and the experimental data were correlated with known equations. The tie-lines were also ascertained in order to deeper characterize the extraction capacity. The use of models like Othmer–Tobias, Setschenow and Bancroft helped to elucidate the consistency of the experimental tie-line data. 88 M.S. Álvarez et al. / J. Chem. Thermodynamics 91 (2015) 86–93 TABLE 3 Phase equilibria of {Triton X-102 (1) + N1112OHCl (2) + H2O (3)} at T = (298.15 to 333.15) K and P = 101.33 kPa.a T = 298.15 K 100 w2 a T = 313.15 K 100 w1 T = 323.15 K 100 w2 100 w1 (Liquid + liquid) equilibria 0.49 70.01 0.51 64.33 0.64 59.59 0.66 54.22 0.30 49.88 0.72 44.51 0.45 39.01 0.32 34.42 0.30 29.35 0.29 26.12 0.28 23.98 7.35 23.01 1.88 22.11 11.73 21.48 14.77 19.62 24.53 17.59 29.46 15.69 40.03 11.22 51.30 7.37 64.23 0.94 85.60 74.14 69.31 64.11 59.04 53.87 49.24 45.01 38.21 37.48 36.72 35.26 32.75 30.11 27.11 22.97 19.64 14.06 7.51 0.88 0.68 0.67 0.64 0.78 0.64 0.62 0.40 0.73 0.49 4.12 8.71 13.92 20.25 27.11 36.14 42.73 55.76 69.49 88.45 74.84 69.54 64.11 59.21 54.11 49.05 43.56 40.01 35.22 30.83 29.89 28.84 28.18 27.18 26.22 22.95 20.59 16.89 12.92 6.93 1.12 75.22 70.46 64.73 58.55 51.34 43.87 35.18 28.71 18.86 9.39 0.96 0.98 7.90 15.99 24.88 34.52 43.86 55.36 62.48 74.80 86.92 96.66 74.97 71.11 63.13 57.31 53.35 41.51 36.06 18.58 9.25 1.25 100 w2 (Solid + liquid) equilibria 0.70 75.85 4.74 70.12 16.09 64.44 24.75 58.65 30.05 50.63 44.37 43.16 51.58 34.41 73.78 27.46 85.76 17.81 95.78 10.29 1.05 T = 333.15 K 100 w1 100 w2 100 w1 0.52 0.89 0.38 0.34 0.57 0.61 0.49 0.65 0.33 0.34 2.64 6.05 9.44 14.32 19.73 28.23 36.73 47.76 60.51 85.08 68.14 64.51 59.81 54.48 49.66 44.48 39.54 35.03 29.28 19.70 19.49 18.31 18.29 16.34 15.89 14.86 14.42 13.08 10.62 5.97 0.88 0.44 0.48 0.32 0.72 0.45 0.37 0.52 0.48 0.75 0.22 0.59 2.63 4.21 6.97 9.95 13.92 20.05 29.71 41.75 59.69 83.88 0.97 7.72 16.94 25.04 33.76 43.40 55.21 64.29 75.82 84.53 95.53 75.89 67.94 65.14 58.08 52.17 44.55 37.13 27.65 19.18 8.67 1.01 0.83 9.77 15.00 24.77 32.67 41.74 51.64 62.82 75.37 86.65 96.76 Standard uncertainties are ur(w) = ±0.02, u(T) = ±0.01 K; u(P) = ±2 kPa. TABLE 4 Parameters of equation (1) and standard deviation for the systems {surfactant (1) + N1112OHCl (2) + H2O (3)}.a T/K a A b 298.15 313.15 323.15 333.15 0.9312 0.8827 0.8424 1.5277 Triton X-100 (1) + N1112OHCl (2) + H2O (3) 0.6985 0.5244 0.2149 6.4361 298.15 313.15 323.15 333.15 0.9810 0.9696 0.9617 0.9300 Triton X-102 (1) + N1112OHCl (2) + H2O (3) 1.1645 1.3038 1.3660 1.2193 c r 98.4 304.6 1256.5 1000.0 0.0445 0.0499 0.1132 0.1499 39.0 76.1 141.0 394.8 0.0229 0.0309 0.0280 0.0271 Standard deviation (r) was calculated by means of equation (3). TABLE 5 Parameters of equation (2) and standard deviation for the systems {surfactant (1) + N1112OHCl (2) + H2O (3)}.a a b d r 298.15 313.15 323.15 333.15 2.1218 5.9199 11.229 0.0002 Triton X-100 (1) + N1112OHCl (2) + H2O (3) 23.0 59.3 63.8 177.5 138.6 458.4 0.0191 14.646 119.4 402.6 1453.8 598.4 0.0350 0.0320 0.0704 0.1501 298.15 313.15 323.15 333.15 0.3088 0.7706 1.7034 2.3695 Triton X-102 (1) + N1112OHCl (2) + H2O (3) 5.4383 13.058 10.838 28.121 21.247 57.91 30.542 94.3 33.1 68.4 139.0 291.8 0.0251 0.0287 0.0219 0.0170 T/K a c Standard deviation (r) was calculated by means of equation (3). 89 100 75 75 50 50 25 25 0 0 75 75 50 50 25 25 0 100 w1 100 100 w1 100 w1 100 w1 M.S. Álvarez et al. / J. Chem. Thermodynamics 91 (2015) 86–93 0 0 25 50 75 0 25 100 w2 50 75 100 100 w2 FIGURE 3. Phase diagrams for the systems {surfactant (1) + ionic liquid (2) + H2O (3)} at P = 101.33 kPa and T = 298.15 K (black), T = 313.15 K (green), T = 323.15 K (blue) and T = 333.15 K (red): (s) N1112OHCl; (h) C2C1imC2SO4. Void and full symbols represent systems with Triton X-100 and Triton X-102, respectively. Dashed lines are modeled data and solid lines are guides for the eye. (For interpretation of the references to colour in this figure legend, the reader is referred to the web version of this article.) 2. Experimental 2.1. Chemicals Triton X-100 and Triton X-102, non-ionic surfactants belonging to the polyoxyethylene t-octylphenol family, were acquired from Sigma–Aldrich, and used as received without further purification. The ionic liquid N1112OHCl was also supplied by Sigma–Aldrich (mass fraction purity > 0.97). Possible traces of solvents and moisture were removed by vacuum drying (P = 2 101 Pa) and moderate temperature (T = 323.15 K) for several days. Then, it was stored under inert atmosphere until use. The suppliers, chemical structures, purity and characteristics of the compounds used are shown in table 1. refractive index measurements, after a preliminary calibration stage, where the binodal curve data were characterized by measuring the selected physical properties the selected temperature range. The uncertainty of the phase composition is estimated as ±2%. An Anton Paar DSA-48 digital vibrating tube densimeter with an uncertainty of ±2 104 g cm3 was used for density measurements. It was calibrated with water and ambient air. Refractive indices were determined by means of a Dr. Kernchen ABBEMAT WR refractometer (uncertainty of ±4 105), after calibration with Milli-Q water and tetrachloroethylene following the manufacturer recommendations. 3. Results and discussion 3.1. Phase diagrams 2.2. Experimental procedure The determination of the binodal curves was performed in a jacketed glass vessel containing a magnetic stirrer at different temperatures from T = (298.15 to 333.15) K. The temperature was controlled with a F200 ASL digital thermometer with an uncertainty of ±0.01 K. The procedure employed was based on the cloud point method, as previously reported [19]. In brief, water was added to binary mixtures containing known concentrations of surfactant and ionic liquid (ranging from 0.1:0.99 to 0.99:0.1 ratios of surfactant: ionic liquid) until the disappearance of solids. In this way, the (S + L) region was delimited. Then, water was added to different ternary mixtures from the biphasic region until a transparent solution was obtained, thus allowing to map the binodal curve. The mass of each component was determined by means of an analytical Sartorius Cubis MSA balance (125P-100-DA, ±105 g). Tie-line data determination was also performed in the previously described thermostated glass vessel. A ternary mixture with known composition from the biphasic region was added to the cell, stirred vigorously for 1 h, and left to settle for 48 h. A syringe was used to take the samples from the immiscible phases. The composition of each layer was determined by means of density and The phase diagrams of the systems containing (Triton X-100 or Triton X-102 + N1112OHCl + H2O) were ascertained at temperatures values ranging from T = (298.15 to 333.15) K and P = 101.33 kPa. The experimental values are shown as triangular representation in figures 1 and 2, and these data are compiled in tables 2 and 3. As it can be observed, the binodal curve and the SLLE phase boundary divide three clear regions: the one-liquid phase (L), the biphasic region (L + L), and the solid-two liquid phase (S + L). In order to characterize the binodal curves properly, two well-known models were proposed [20,21]: 0:5 w1 ¼ a exp bw2 cw32 ; ð1Þ 0:5 2 w1 ¼ exp a þ bw2 þ cw þ dw2 ; ð2Þ being w1 and w2 the mass fraction of triton and cholinium chloride, respectively. On the other hand, a, b, c and d are the fitting parameters, which values were determined by minimizing the standard deviation (r): r¼ PnDAT i zexp zadjust nDAT 2 !1=2 ; ð3Þ 90 M.S. Álvarez et al. / J. Chem. Thermodynamics 91 (2015) 86–93 TABLE 6 Experimental tie-lines in mass percentage for the systems {surfactant (1) + N1112OHCl (2) + H2O (3)} at T = (298.15 to 333.15) K and P = 101.33 kPa.a Surfactant-rich phase 100 wI1 Ionic liquid-rich phase 100 wI2 100 wII1 100 wII2 TLL S 114.1 92.7 62.2 1.4156 1.5612 1.6995 66.85 51.89 36.54 111.4 82.5 43.6 1.3719 1.4896 1.6472 68.10 55.62 43.30 35.40 23.06 109.1 87.4 70.6 49.9 31.2 1.2733 1.3805 1.6430 1.7400 2.6718 67.55 58.34 46.03 35.27 23.71 14.29 110.0 97.3 67.0 66.6 45.1 35.0 1.3019 1.4300 1.5978 1.8570 2.5965 3.4834 113.5 103.9 78.6 1.4537 1.6053 1.8570 67.60 57.23 43.23 115.0 102.1 73.5 1.3986 1.5208 1.7612 67.44 58.01 46.03 33.44 114.2 102.3 81.5 52.4 1.3909 1.4875 1.6878 2.1378 66.82 57.55 45.62 35.56 25.94 110.8 96.7 71.4 48.4 32.0 1.3486 1.3924 1.4989 1.6616 2.2815 Triton X-100 (1) + N1112OHCl (2) + H2O (3) T = 298.15 K 0.16 66.87 0.22 54.94 0.29 45.59 93.32 78.25 53.91 1.06 4.96 14.04 90.23 68.71 37.57 1.22 5.91 13.92 0.19 0.22 0.31 85.92 71.03 60.55 43.59 29.55 0.74 4.32 6.61 10.52 12.12 0.15 0.21 0.27 0.30 0.32 87.39 79.90 65.51 58.96 42.42 34.07 0.53 2.59 5.18 3.67 7.50 4.63 0.14 0.18 0.24 0.28 0.33 0.42 T = 313.15 K T = 323.15 K T = 333.15 K Triton X-102 (1) + N1112OHCl (2) + H2O (3) T = 298.15 K 0.16 65.06 0.27 55.81 0.30 44.77 93.69 88.45 69.49 0.72 0.88 7.51 93.69 85.60 64.23 0.72 1.12 6.93 0.15 0.27 0.30 92.89 85.08 70.35 47.76 0.77 0.94 4.49 11.23 0.16 0.19 0.24 0.28 89.15 78.75 59.69 41.75 29.71 0.85 1.15 5.97 10.62 13.08 0.18 0.22 0.26 0.31 0.37 T = 313.15 K T = 323.15 K T = 333.15 K a Standard uncertainties are ur(w) = ±0.02, u(T) = ±0.01 K; u(P) = ±2 kPa. where zexp represents the experimental values, zadjust represents the theoretical values, and nDAT equals the number of experimental points. Thus, the values of the parameters are listed in tables 4 and 5, together with the corresponding standard deviation. As expected, the deviation data justify the greater suitability of using equation (4) for the description of the binodal results when the cholinium-based ionic liquid is used as a phase splitter, no matter the temperature or surfactant used. These results are in agreement with the findings reported by Hamzehzadeh and Zaffarani [21], where a four-parameter based equation yielded lower deviations than the well-known Merchuk model. The analysis of the effect of the operation temperature reveals an increased immiscibility at higher temperatures, in agreement with previous results of our group based on the ABS behavior of imidazolium-based ionic liquids and the same non-ionic surfactants [16]. The reason for these trends lies in the weakening of the hydrogen bonds between the water molecules and the hydrophilic moiety of the non-ionic surfactant at elevated temperatures, increasing the hydrophobic character of the latter. In this scenario, the role of choline chloride as phase segregation agents is enhanced, thus leading to greater immiscibility windows. This behavior is coincident with the values reported for the same and other cholinium-based ionic liquids in the presence of aqueous solutions of polypropyleneglycol [7]. In relation to the effect of the ionic liquid, literature data allows us to confirm the absence of studies focused on the phase segregation of non-ionic surfactant using molten salts as segregation agents, except for a recent work published by our group [16]. Thus, the comparison between cholinium and imidazolium-based ionic liquids (N1112OHCl vs. C2C1imC2SO4) can be visualized in figure 3. The results obtained for the four selected temperatures reflect that the use of more hydrophilic ionic liquids involves greater salting out potential, as can be inferred from the binodal curves closer to the origin. This is due to the higher affinity of N1112OHCl for the water molecules, which makes it easier to establish hydrogen bonds and in turn, to trigger surfactant segregation. In this sense, the results presented in figures 1 and 2 provide the evidence of the existence of binodal curves closer to the water vertex in the presence of Triton X-100. The rationale 91 M.S. Álvarez et al. / J. Chem. Thermodynamics 91 (2015) 86–93 Water 0 10 Water 0 10 20 30 40 50 60 70 80 90 100 0 N1112OHCl Triton x-100 20 90 10 S+L 100 30 80 20 90 40 70 30 80 50 60 40 70 60 50 50 60 70 40 60 50 80 L 30 70 40 90 20 80 L 0 10 10 Triton X-100 20 30 40 50 100 10 90 L 30 70 70 80 90 Triton X-100 70 80 90 40 30 100 20 90 10 S+L 60 50 80 20 100 60 70 30 50 0 N1112OHCl 0 10 S+L 100 10 20 30 40 50 60 70 80 90 Triton X-100 FIGURE 4. Tie-lines for the systems {Triton X-100 (1) + N1112OHCl (2) + H2O (3)} at T = 298.15 K (s), T = 313.15 K ( ), T = 323.15 K ( Symbols represent experimental values, solid lines are guides to the eye and dashed lines refer to the model. behind this behavior may lie in the hydrophobicity of the surfactants, since the use of more hydrophobic Triton X-100 (as inferred from its lower HLB value – see table 1) makes it easier to trigger (liquid + liquid) de-mixing. 3.2. Tie-lines The tie-lines of the systems at T = (298.15, 313.15, 323.15 and 333.15) K and P = 101.33 kPa were ascertained by using measurements of density and refractive indices as explained in the materials and methods section. The experimental values obtained are compiled in table 6, and can be visually inspected in figures 4 and 5. These data provide the evidence that higher concentrations of ionic liquids in the lower phase correlate with higher concentrations of the surfactant in the light layer. This is a consequence of the competition between the ionic liquid and the surfactant for the water molecules: the greater amount of N1112OHCl present in the mixture, the lower number of water molecules are available to solvate the surfactant. Additionally, the extraction capacity was characterized by means of the tie-line length (TLL) and the slope (S), calculated as: TLL ¼ S¼ h wI1 wII1 wI1 wII1 ; wI2 wII2 2 2 i0:5 þ wI2 wII2 ; 0 70 60 40 40 100 80 L 50 50 30 90 90 40 60 60 20 80 100 20 80 50 10 70 N1112OHCl 0 40 0 60 Water 20 30 10 S+L 100 Water 0 100 10 90 20 30 0 100 ð4Þ ð5Þ being [w1] and [w2] the surfactant and ionic liquid mass concentration, respectively. The superscripts I and II refer to top and bottom phases, respectively. 100 0 N1112OHCl ), T = 333.15 K ( ) and P = 101.33 kPa. A visual inspection of the results allowed us to conclude that the lower TLL value leads to greater S values. On the other hand, it is also outstanding that the heavy layer is almost exclusively constituted by a binary mixture (water + ionic liquid), while surfactant concentrations in some of the upper phases reach values higher than 90%. The comparison between surfactants makes it possible to check that the more hydrophobic Triton X-100 is able to be salted out more easily to the upper phase than Triton X-102, as can be seduced from the less negative S values of the latter. The application of two well-known models like Othmer–Tobias and Bancroft equations serve our goal to get more information on the consistency of the tie-line data [22,23]. m 1 wI1 1 wII2 ¼ n ; wI1 wII2 ð6Þ II I r w3 w3 ¼ k ; wII2 wI1 ð7Þ where w1, w2 and w3 refer to the concentrations of surfactant, N1112OHCl and water, respectively, I and II mean top and bottom phases, respectively, and n, m, k and r are the fitting parameters. The values of these parameters are shown in tables 7 and 8, together with the correlation coefficient R2. Generally speaking, both models appropriately describe the tie-line data, since the correlation coefficients are all higher than 0.96. However, it seems that the use of Othmer-Tobias equation fits better to the experimental data (R2Othmertobias > R2Bancroft ). 92 M.S. Álvarez et al. / J. Chem. Thermodynamics 91 (2015) 86–93 Water Water 0 40 60 30 40 50 60 70 80 90 Triton X-102 100 20 90 10 S+L 30 80 20 20 40 70 30 80 10 50 60 40 70 0 60 50 50 100 0 N1112OHCl 0 0 10 20 30 40 0 90 L 30 70 70 80 70 80 90 100 0 N1112OHCl Triton X-102 40 30 20 90 10 S+L 60 50 80 20 100 60 70 90 0 TABLE 7 Parameters of the Othmer–Tobias equation (6) and correlation coefficient for {surfactant (1) + N1112OHCl (2) + H2O (3)} from T = (298.15 to 333.15) K and P = 101.33 kPa. Surfactant T/K n m R2 Triton X-100 298.15 313.15 323.15 333.15 0.5070 1.0000 1.0000 1.0000 2.8138 2.3668 1.0589 0.5519 0.999 0.999 0.988 0.976 Triton X-102 298.15 313.15 323.15 333.15 0.2554 1.0000 1.0000 1.0000 2.2656 3.3485 2.0798 1.4053 0.983 0.999 0.999 0.991 TABLE 8 Parameters of the Bancroft equation (7) and correlation coefficient for the systems {surfactant (1) + N1112OHCl (2) + H2O (3)} at T = (298.15 to 333.15) K and P = 101.33 kPa. Surfactant T/K k r R2 Triton X-100 298.15 313.15 323.15 333.15 1.5316 1.5148 1.9001 2.9375 0.4422 0.4799 0.7642 0.9580 0.990 0.999 0.991 0.987 298.15 313.15 323.15 333.15 2.3471 1.9278 2.1072 1.7525 0.5623 0.4997 0.5649 0.6072 0.957 0.999 0.996 0.991 10 S+L 100 10 20 30 40 50 60 70 80 Triton X-102 FIGURE 5. Tie-lines for the systems {Triton X-102 (1) + N1112OHCl (2) + H2O (3)} at T = 298.15 K (s), T = 313.15 K ( ), T = 323.15 K ( Symbols represent experimental values, solid lines are guides to the eye and dashed lines refer to the model. Triton X-102 0 70 60 30 50 100 80 L 50 40 40 90 90 40 60 50 30 80 100 20 80 60 20 70 N1112OHCl 10 50 10 60 Triton X-102 100 40 0 50 Water 20 30 10 S+L 100 Water 10 70 40 60 50 80 L 30 70 90 90 20 80 L 100 10 90 20 30 0 100 10 90 100 0 N1112OHCl ), T = 333.15 K ( ) and P = 101.33 kPa. 4. Conclusions The ability of cholinium chloride ionic liquids to salt out aqueous solutions of non-ionic surfactants has been demonstrated in this work for the first time. The immiscibility region was determined and the experimental values were suitably correlated with well-known equations. All the data were discussed in the light of the ionic liquid and surfactant effect, as well as the influence of temperature. It is observed that both increase of temperature and surfactant hydrophobicity leads to greater immiscibility regions. Finally, it became apparent that the use of a cheap, biocompatible and biodegradable molten salt like N1112OHCl, allowed the efficient salting out of the surface active compounds (as can be corroborated from the TLL and S values), leading to a heavy phase exclusively composed of water and ionic liquid and a light phase with high concentrations of surfactant. Acknowledgements This research has been financially supported by the Spanish Ministry of Economy and Competitiveness, Xunta de Galicia and ERDF Funds (Projects CTM2014-52471-R and GRC 2013/003). The authors are grateful to the Spanish Ministry of Economy and Competitiveness for the financial support of F.J. Deive under the Ramón y Cajal program (RyC-2013-14225). M.S. Álvarez et al. / J. Chem. Thermodynamics 91 (2015) 86–93 References [1] M.J. Earle, J.M.S.S. Esperança, M.A. Gilea, J.N. Canongia Lopes, L.P.N. Rebelo, J.W. Magee, K.R. Seddon, J.A. Widegren, Nature 439 (2006) 831–834. [2] M.C. Lin, M. Gong, B. Lu, Y. Wu, D.Y. 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Albertsson, Partition of Cell Particles and Macromolecules, John Wiley and Sons, New York, 1986. [20] J.C. Merchuk, B.A. Andrews, J.A. Asenjo, J. Chromatogr. B 711 (1998) 285–293. [21] S. Hamzehzadeh, M.T. Zafarani-Moattar, Fluid Phase Equilib. 385 (2015) 37–47. [22] F.J. Deive, M.A. Rivas, A. Rodríguez, J. Chem. Thermodyn. 43 (2011) 1153–1158. [23] D.F. Othmer, P.E. Tobias, Ind. Eng. Chem. 34 (1942) 693–696. JCT 15-357 ANNEX 6 A BIOCOMPATIBLE STEPPING STONE (SEPARATION AND FOR THE PURIFICATION 10.1016/J.SEPPUR.2015.08.039). REMOVAL TECHNOLOGY, OF EMERGING CONTAMINANTS 2015, IN PRESS DOI Separation and Purification Technology 153 (2015) 91–98 Contents lists available at ScienceDirect Separation and Purification Technology journal homepage: www.elsevier.com/locate/seppur A biocompatible stepping stone for the removal of emerging contaminants María S. Álvarez a, José M.S.S. Esperança b, Francisco J. Deive a,⇑, Mª Ángeles Sanromán a, Ana Rodríguez a,⇑ a b Department of Chemical Engineering, University of Vigo, 36310 Vigo, Spain Instituto de Tecnologia Química e Biológica António Xavier, Universidade Nova de Lisboa, Av. República, 2780-157 Oeiras, Portugal a r t i c l e i n f o Article history: Received 23 June 2015 Received in revised form 8 August 2015 Accepted 26 August 2015 Available online 28 August 2015 Keywords: Emerging contaminants Ibuprofen Diclofenac Ionic liquids Aqueous biphasic systems a b s t r a c t The presence of emerging contaminants like pharmaceuticals in the environment is prompting the search of new methods to concentrate and remove them from soils, sediments and effluents. A completely biocompatible aqueous biphasic system composed of Tween 20 or Tween 80 and the ionic liquid choline chloride has been designed for extracting non-steroidal anti-inflammatory drugs from aqueous streams. After an initial evaluation of the salting out potential of the selected ionic liquid at different temperatures, the extraction capacity of these systems to be applied for ibuprofen and diclofenac removal from aqueous streams was assessed. Very high levels of contaminant removal (higher than 90%) were reached for all the temperature and feed concentrations used. The suitability of the proposed biocompatible aqueous biphasic systems for the treatment of drugs-polluted effluents from surfactant-based soil washing operations is envisaged. Ó 2015 Elsevier B.V. All rights reserved. 1. Introduction Emerging contaminants are currently gaining social awareness due to their potential deleterious effects in the environment. Nonetheless, there is still an absence of legislation ruling the presence of these pollutants [1], an only the Water Framework Directive (2000/60/EC) [2] presents vague guidelines related to the water policies in the EU. More specifically, research funds are being invested in different international joint initiatives in order to merge research efforts tackling efficient wastewater treatment processes to remove these compounds [3]. Among the emerging pollutants, non-steroidal anti-inflammatory drugs (NSAIDs) are the most utilized group of analgesic and anti-inflammatory drugs worldwide, due to their suitability to treat the pain triggered by common illnesses [4]. Thus, the last report by the Spanish Ministry of Health stresses that arylpropionic derivatives are by far the largest used pharmaceuticals (about 65.1% of the total drug consumption), being ibuprofen the one with higher intake rate (43.9%) and diclofenac, an arylacetic acid derivative, the second one [5]. This scenario has compelled to analyze the possible presence of these compounds in the environment, as they can be excreted without having been metabolized. In this sense, different authors have shed light on their presence in waste water treatment plants ⇑ Corresponding authors. E-mail addresses: [email protected] (F.J. Deive), [email protected] (A. Rodríguez). http://dx.doi.org/10.1016/j.seppur.2015.08.039 1383-5866/Ó 2015 Elsevier B.V. All rights reserved. (WWTPs), and have concluded that these compounds are not effectively removed after the treatment [6]. More specifically, ibuprofen and diclofenac concentration has been detected in the inlet streams of different WWTPs at concentration levels of 516 and 250 ng/L, recording less than 50% and 15% of removal in the outlet effluents, respectively [7]. In this sense, NSAIDs have also been detected in ground waters (in the order of ppb and ppt) and sediments (in the order of ppm and ppb) due to the great development of new analytical techniques [8,9]. It is clear that the continuous introduction of these pollutants may seriously affect drinking water supplies, ecosystems and human health, as reviewed by Sirés and Brillas [10]. Given the observed limitations of WWTPs, new treatment strategies have been investigated such as advanced oxidation processes or membrane technologies [11,12]. However, little information can be found related to the application of liquid–liquid extraction to the removal of these contaminants. Aqueous biphasic systems, a phase splitting typically caused by a salt in the presence of aqueous solutions of polymers, have emerged as a valuable separation strategy. Coutinho and coworkers have demonstrated the suitability of this method for the removal of NSAIDs and strogens [13,14] by using ionic liquids. In the last years, the outbreak of these neoteric solvents, with appealing properties such as their negligible volatility and tunability [15], has boosted the implementation of ‘all-purpose’ aqueous biphasic systems in combination with salts and polymers [16,17]. 92 M.S. Álvarez et al. / Separation and Purification Technology 153 (2015) 91–98 Recently, we have demonstrated the capacity of imidazoliumbased ionic liquids to trigger phase segregation in aqueous solutions of non-ionic surfactants with a number of advantages like their low interfacial tension, rapid phase disengagement, low cost and bulk availability of the surfactants [18]. In this work, we concluded that more hydrophilic ionic liquids were more prone to trigger liquid–liquid demixing, so the search of more hydrophilic families could open up new opportunities to be applied in polluted effluents obtained after surfactant-based soil washing processes, where this kind of surface active compounds are usually employed as contaminant solubilizers. On the basis of the abovementioned, more hydrophilic and generally recognized biocompatible ionic liquids like choline chloride (N1112OHCl) [19,20] have been proposed to trigger phase segregation in aqueous solutions of non-ionic surfactants. In this case, Tween 20 and Tween 80 have been chosen since they are considered as GRAS by the US FDA and they are classified as safe food additives in many countries (E432 and E433, respectively) [21]. The immiscibility windows of the systems were firstly investigated at different temperatures, by characterizing the binodal curves and tie line data. The results were discussed on the basis of the surfactant and ionic liquid hydrophobicity and operation temperature. The extractive performance for two model NSAIDs, ibuprofen and diclofenac, was determined in order to suggest a viable strategy for removing them from aqueous polluted effluents. composition was quantified by measuring densities and refractive indices (estimated uncertainty of concentration ± 0.02%). 3.2. Ibuprofen and diclofenac extraction and quantification For the study of NSAIDs partition, different aqueous solutions of Tween 80 containing ibuprofen and diclofenac at concentrations of 35 mg/L were introduced in glass ampoules, since it falls in the range usually detected in environmental samples [8,9]. Choline chloride was added until the desired composition within the biphasic region was reached. The mixture was vigorously stirred and left to settle for at least 48 h at 298.15 K and 333.15 K. The layers were carefully separated in order to quantify ibuprofen and diclofenac by HPLC measurements. HPLC-DAD (Agilent 1260 infinity) is equipped with a Kinetex Biphenyl column (4.6 150 mm; internal diameter 5 lm). 10 lL of sample were eluted in gradient mode for 15 min at a flow rate of 1 mL/min, using a mixture water/ethanol at the following ratios: 65:30 for 10 min and 15:80 for the separation. Retention times for ibuprofen and diclofenac were 10.149 and 10.713 min, respectively. The calibrations were carried out with stock solutions prepared in methanol at a concentration of 3.5 mg/mL, and were appropriately diluted in Milli-Q water (0.1–10 mg/L). 4. Results and discussion 2. Experimental 2.1. Chemicals The non-ionic surfactants polyethoxylated sorbitan monolaurate (Tween 20) (>97%) and monooleate (Tween 80) (>99%), the NSAIDs ibuprofen (>98%) and diclofenac (>98.5%) were acquired from Sigma–Aldrich and employed as received without further purification. Choline chloride (>99%) was also purchased from Sigma–Aldrich and submitted to vacuum for several days at 70 °C to ensure moisture removal prior to its use. The chemical structures of all these compounds are shown in Fig. 1. 3. Experimental procedure 3.1. Binodal curves determination The binodal curves were ascertained in a magnetically stirred jacketed glass cell (Fig. S1) at temperatures ranging from 298.15 to 333.15 K. The temperature was controlled with a F200 ASL digital thermometer with an uncertainty of ±0.01 K. The cloud point method was the experimental technique for binodal data determination [18]. Briefly, binary mixtures with known compositions of ionic liquid and surfactant were prepared in a dry chamber, and drop-wise additions of water were carried out until the disappearance of solids, thus characterizing the S + 2L region. Afterwards, water was added up to turbidity vanishing in order to fully map the binodal curves. The concentration of these points was determined by weighting in an analytical Sartorius Cubis MSA balance (125P-100-DA, ±105 g). The binodal curve was also characterized by measuring densities and refractive indices at different temperatures, using an Anton Paar DSA-48 digital vibrating tube densimeter (±2 104 g cm3), and a Dr. Kernchen ABBEMAT WR refractometer (±4 105), both calibrated in accordance with the manufacture instructions. Experimental tie-lines were calculated by preparing a ternary mixture from the biphasic region, left under stirring for 1 h, and afterwards, an idle period of 48 h was left in order to reach the equilibrium. The two segregated layers were split and their 4.1. Choline chloride as segregation agent First of all, the segregation potential of the ionic liquid N1112OHCl in aqueous solutions of the non-ionic surfactants Tween 20 and Tween 80 was explored at several temperatures (298.15, 313.15, 323.15 and 333.15 K). The experimental data are compiled in Tables S1 and S2 in the SI, and they can be visualized in Figs. 2 and 3. The analysis of the influence of temperature on the binodal curves allows concluding that liquid–liquid demixing is eased at higher temperatures for both surfactants. This is attributed to the lower ability of the non-ionic surfactant to establish hydrogen bonds with water at higher temperatures, which furthers the salting out effect provided by the N1112OHCl ionic liquid. This behavior is coincident with previous results for other systems containing non-ionic surfactants like Triton X-100 and Triton X-102 with the ionic liquid C2C1imC2SO4 [18]. An exhaustive literature analysis on the effect of temperature on the immiscibility window has been carried out, and the main results are summarized in Table S5. In order to better classify the information, the table has been divided into the four main types of aqueous biphasic systems found, namely, those based in polymers, ionic liquids, surfactants and organic solvents. As can be noticed, two main behaviors can be inferred, depending on the nature of the compounds competing for the water molecules: a proportional relationship between the area of the immiscibility window and temperature is observed when organic solvents, polymers or surfactants are salted out by inorganic or organic salts, [22,23]. Contrarily to this, the systems composed of ionic liquids and inorganic or organic salts display smaller biphasic regions at higher temperatures [24,25]. The reason for these trends lies in the weakening of the hydrogen bonds between the water molecules and the hydrophilic moiety of polymers, non-ionic surfactants and organic solvents at elevated temperatures, which leads to an increased hydrophobicity of these compounds. On the contrary, the completely different properties of ionic liquids involve greater interplays with water at higher temperatures. Therefore, when non-ionic surfactant and ionic liquids are put together, a synergic effect is observed at elevated temperatures, since a greater ability for water solvation of the ionic liquid is summed M.S. Álvarez et al. / Separation and Purification Technology 153 (2015) 91–98 Diclofenac 93 Ibuprofen Tween 20 (w+x+y+z=20) Tween 80 (w+x+y+z=20) Choline Chloride Fig. 1. Structures of the NSAIDs, ionic liquid and non-ionic surfactants. to the lower affinity for the water molecules of the non-ionic surfactant, thus leading to the remarkable increase of the biphasic region. The comparison between surfactants Tween 20 and Tween 80 reflects the existence of greater immiscibility regions for the latter, independently of the temperature, as a consequence of their different chemical structure. Thus, Tween 80 is more easily salted out by N1112OHCl due to the fact that it is less prone to establish hydrogen bonds with water, so the competition between the surfactant and the ionic liquid for the water molecules is more easily won by the latter. In this sense, a valuable tool to explain this effect is the degree of hydrophobicity of the surface active compounds, as can be inferred from their Hydrophilic/Lipophilic balance (HLB). This is a useful parameter widely considered for measuring the aqueous affinity of surfactants, varying between 0 and 20, from high to low hydrophobicity, respectively. The greater hydrophobicity of Tween 80 with respect to Tween 20 (HLB = 5 vs. HLB = 16.7) makes us to foresee its easier phase disengagement, in line with previous results of our group for surfactant-based aqueous biphasic systems in the presence of inorganic and organic salts, and imidazolium ionic liquids [18,26–31]. Besides the role of the aforesaid biocompatible non-ionic surfactant in the observed water demixing behavior, the selection of an environmentally benign ionic liquid is crucial to attain a truly biocompatible separation platform. The results obtained with N1112OHCl are encouraging when compared with previous aqueous biphasic systems entailing imidazolium-based ionic liquids [18], since much greater salting out potential is reached with the ammonium-based solvents. The economic and environmental gains of the implemented system can be attributed to the lower consumption of extraction agent, the lower environmental impact and the lower cost of reagents. 94 M.S. Álvarez et al. / Separation and Purification Technology 153 (2015) 91–98 Water 0 Water 0 100 10 90 20 L 60 40 50 60 70 80 90 100 0 0 0 10 20 30 40 50 60 80 90 30 0 30 70 40 0 Tween 20 40 50 60 70 80 90 20 100 0 0 10 20 30 40 50 0:5 2 dw2 þ cw2 þ 0:5 2 w1 ¼ exp a þ bw2 þ cw þ dw2 ; ð1Þ ð2Þ ð3Þ where w1 and w2 are defined as the mass fraction of Tween and N1112OHCl, respectively. The minimization of the following standard deviation (r) license the calculation of a, b, c and d: 2 !1=2 PnDAT zexp zadjust i nDAT 60 70 80 N1112OH Cl Tween 20 All the experimental data were fitted to different common empirical models [32,33]: ð4Þ In this equation, zexp and zadjust are the experimental and theoretical values, respectively, and nDAT is the number of data. Thus, the parameters are listed in Tables 1–3, along with the optimized standard deviation. The analysis of these data evidences a more suitable fitting of Eq. (2), so these theoretical data were represented together with the experimental data in Figs. 2 and 3. Previous research works involving non-ionic surfactant-based aqueous biphasic systems [26,27,32,34] reveal that this kind of polynomial equations (Eq. (2)) is the best option to properly describe the 10 S + 2L 100 Fig. 2. Phase regions and tie-lines for the systems Tween 20 + N1112OHCl + H2O at 298.15 K (d), 313.15 K ( ), 323.15 K ( data, solid lines are guides to the eye and dashed lines refer to model. w1 ¼ a exp ðbw2 cw32 Þ; 30 L+ L 90 10 S + 2L 40 80 20 30 50 70 30 L+ L 60 60 40 80 20 70 50 50 60 10 80 L 40 60 50 100 90 20 80 90 100 10 90 L 70 100 Water 20 r¼ 70 N1112OH Cl 100 10 w1 ¼ a þ 10 S + 2L 100 Water 0:5 bw2 20 N1112OH Cl Tween 20 Tween 20 0 30 L+ L 90 10 0 30 40 80 20 S + 2L 20 50 70 30 L+ L 10 60 60 40 70 0 70 50 50 100 L 40 60 50 90 80 30 70 40 80 90 20 80 30 100 10 ), 333.15 K ( 90 100 N1112OH Cl ). Symbols represent experimental immiscibility region, no matter the salting out agent under study (organic or inorganic salts and ionic liquids). This is against the generalized trend where exponential Merchuk-type models have been extensively applied for the fitting of polymer/salt and ionic liquids/salt-based aqueous biphasic systems. 4.2. Ibuprofen and diclofenac extraction The greater immiscibility detected in the systems containing aqueous solutions of Tween 80 suggests the possibility of getting longer tie-lines and higher concentration factors. Therefore, the first step was to experimentally determine the tie-lines of the systems at different temperatures in order to define the viable points to perform the extraction of emerging contaminants. The experimental data are presented in Figs. 2 and 3, and are listed in the SI (Table S3). Two useful parameters, the tie-line length (TLL) and the slope (S), were picked to investigate the suitability of N1112OHCl and non-ionic surfactants as a platform to remove the abovementioned NSAIDs from wastewater: TLL ¼ S¼ h wI1 wI2 wI1 wII1 wII1 wII2 ; 2 2 i0:5 þ wI2 wII2 ; ð5Þ ð6Þ 95 M.S. Álvarez et al. / Separation and Purification Technology 153 (2015) 91–98 Water 0 Water 0 100 10 90 20 50 0 40 50 60 70 80 90 Tween 80 20 90 10 S + 2L 100 0 10 20 30 40 50 0 10 90 40 60 L+ L 0 40 50 60 70 80 90 Tween 80 40 L+ L 100 N1112OH Cl 20 0 Table 1 Parameters of Eq. (1) and standard deviation for Surfactant + N1112OHCl + H2O at several temperatures. a b c r Tween 20 298.15 313.15 323.15 333.15 1.0780 1.0632 1.0642 1.0598 1.3737 1.4308 1.5792 1.5160 22.657 37.798 55.859 101.73 0.0210 0.0217 0.0274 0.0346 Tween 80 298.15 313.15 323.15 333.15 1.0589 1.0393 1.0062 0.9942 1.1978 1.1896 0.9610 0.9830 35.862 77.331 180.30 381.77 0.0280 0.0380 0.0380 0.0637 where the superscripts I and II refer to the top and bottom phases, respectively. The results evidence that the operation in tie-lines with greater TLL allows triggering two immiscible layers, one of them almost exclusively constituted by non-ionic surfactant (concentrations near to 95%) and the other one composed of the binary mixture water–N1112OHCl. Additionally, the more hydrophobic 10 S + 2L 100 0 10 20 30 40 50 60 70 80 90 100 N1112OH Cl Tween 80 Fig. 3. Phase regions and tie-lines for the systems Tween 80 + N1112OHCl + H2O at 298.15 K (d), 313.15 K ( ), 323.15 K ( data, solid lines are guides to the eye and dashed lines refer to model. T/K 30 90 10 S + 2L 30 50 80 20 20 60 70 30 100 70 L 60 40 90 80 50 50 60 10 100 90 30 70 50 0 90 100 20 80 L 80 80 N1112OH Cl 100 30 70 70 Water 20 40 60 Tween 80 Water 10 10 S + 2L 100 0 N1112OH Cl 0 30 L+ L 80 20 90 30 40 70 30 L+ L 20 50 60 40 70 10 60 50 50 60 0 70 L 40 60 100 80 30 70 L 80 90 20 80 30 40 100 10 ), 333.15 K ( ). Symbols represent experimental Tween 80 fosters more negative S values, which would be advantageous in terms of extraction capacity when these systems are implemented in the treatment of a wastewater effluent obtained from polluted-soil washing steps. Table 2 Parameters of Eq. (2) and standard deviation for Surfactant + N1112OHCl + H2O at several temperatures. r T/K a b c Tween 20 298.15 313.15 323.15 333.15 d 1.0475 1.0624 1.0460 1.0560 0.0092 1.3573 1.3072 1.3906 0.4237 0.2341 0.1377 0.0300 0.8383 2.1335 2.1522 4.3340 0.0073 0.0083 0.0167 0.0285 Tween 80 298.15 313.15 323.15 333.15 1.0483 1.0526 0.9651 1.1072 0.9580 1.2326 0.1082 2.2280 0.4346 0.2198 2.9187 3.1921 1.7981 4.8072 4.0308 22.607 0.0178 0.0252 0.0254 0.0508 96 M.S. Álvarez et al. / Separation and Purification Technology 153 (2015) 91–98 Table 3 Parameters of Eq. (3) and standard deviation for Surfactant + N1112OHCl + H2O at several temperatures. T/K a b c Tween 20 298.15 313.15 323.15 333.15 0.2600 0.4277 0.3907 0.6228 3.9566 6.3311 6.3811 9.7033 8.0117 14.780 15.620 26.982 Tween 80 298.15 313.15 323.15 333.15 0.4553 0.5733 0.6996 1.0270 6.6965 9.0963 12.612 17.618 16.374 25.414 40.755 66.843 r d 19.993 35.055 43.393 77.543 0.0240 0.0220 0.0297 0.0338 36.388 66.564 127.61 271.82 0.0277 0.0368 0.0363 0.0268 The consistency of the experimental tie line data was assessed by the linearization of the Othmer–Tobias and Bancroft equations [35,36]. m 1 wI1 1 wII2 ¼ n ; wI1 wII2 II I r w3 w3 ¼ k ; wII2 wI1 ð7Þ ð8Þ being n, m, k and r are the fitting parameters, which come from the minimization of the sum of the squared differences between the observed and predicted values of the dependent variable, through an iterative procedure based on Marquardt–Levenberg algorithm, using the Sigma Plot 11.0 software. The values of the fitting parameters and the regression coefficients are displayed in Tables 4 and 5, and reveal the reliability of the models to appropriately characterize the tie-lines, since R2 is always higher than 0.95. On the basis of the binodal and tie-line data, Tween 80 was chosen to implement the extraction of the selected emerging contaminants, ibuprofen and diclofenac, at the lowest and highest temperatures. The efficiency of the NSAIDs removal was expressed as follows: Eð%Þ ¼ I mi 100 mi ð9Þ where miI and mi is the NSAID mass content in the upper phase and the total NSAID mass content, respectively. The impact of temperature and feed concentration on the ibuprofen and diclofenac extraction can be noticed in Fig. 4. In general, it becomes patent that very high values of NSAIDs extraction to the top phase (always greater than 90%) are recorded for the temperature range and feed concentrations employed. However, the chemical nature of the contaminant seems to slightly impact the extraction yields attained, since ibuprofen is generally removed at higher rates than diclofenac. This fact may be attributed to the different affinity of the contaminants for the organic phase. Usually, one way to measure this affinity is by analyzing the log Kow Table 5 Parameters of Bancroft equation and correlation coefficient for Surfactant + N1112OHCl + H2O at several temperatures. Surfactant T/K k r R2 Tween 20 298.15 313.15 323.15 333.15 1.0967 1.0000 1.3719 1.2662 0.3335 0.3061 0.4453 0.3157 0.999 0.985 0.967 0.980 Tween 80 298.15 313.15 323.15 333.15 2.3952 1.3463 1.5614 1.7480 0.6394 0.3318 0.4056 0.4648 0.977 0.980 0.987 0.966 values. In this particular case, log Kow for ibuprofen and diclofenac is 2.48 and 1.90, respectively [37], which further demonstrates the higher migration of ibuprofen to the surfactant-rich phase. Regarding the effect of N1112OHCl concentration in the feed (Fig. 4 and Table S4 in SI) when fixing the tie-line, it can be concluded that higher levels of ionic liquid are associated with slightly lower NSAIDs extraction levels. In this sense, it is also outstanding that the operation at room temperature does not jeopardize the achievement of high levels of pollutant removal (in some cases even near to 100%), which is a clear operational advantage from an industrial point of view. Apart from the abovementioned benefits, the operation at feed concentrations near to the N1112OHCl vertex involves contaminant concentration factors greater than 10 without compromising too much the contaminant migration to the upper phase (E higher than 90%). The proposed alternative could be suitably implemented for the removal of emerging pollutants from an aqueous effluent. The process flowsheet diagram shown in Fig. 5 integrates this one-step separation strategy after a NSAIDs-polluted soil washing stage, using an aqueous solution of Tween 80 (5%) as solubilizing agent (point 1 in both the ternary and flowsheet diagram in Fig. 5). N1112OHCl should be added up to the concentration indicated as 2 in the ternary diagram (corresponding to the same number in the flowsheet diagram) is attained, leading to an upper phase where more than 90% of ibuprofen and diclofenac have migrated and concentrated more than 10 times in a phase almost exclusively formed by Tween 80 (95%, as indicated in point 4 in the ternary plot). Given the interest of these data, the process should be optimized in order to analyze the reusability of both Tween 80 and N1112OHCl. In this sense, one of the important aspects to be tackled is to elucidate the maximum solubility of these compounds in the Tween 80-rich phase. This would give an idea of the number of cycles that the surfactant could be reused. All in all, this novel process allows a one step-removal of two of the most common emerging contaminants, which is competitive when compared with two recent processes recently reported requiring two or even three combined techniques (chemical, physical and biological) to yield similar levels of NSAIDs removal [38,39]. 5. Conclusions Table 4 Parameters of Othmer–Tobias equation and correlation coefficient for Surfactant + N1112OHCl + H2O at several temperatures. Surfactant T/K n m R2 Tween 20 298.15 313.15 323.15 333.15 1.5663 1.5602 1.0000 1.0000 4.2347 3.6668 2.8284 3.6761 0.980 0.989 0.961 0.980 Tween 80 298.15 313.15 323.15 333.15 0.3959 1.0000 1.0000 1.0000 2.4965 3.9707 3.2352 2.2298 0.969 0.967 0.970 0.953 In this work we have demonstrated the suitability of a hydrophilic and biocompatible ionic liquid, N1112OHCl, to be applied for the removal and concentration of common drugs. The great segregation potential of the selected ionic liquid in aqueous solutions of non-ionic surfactants such as Tween 20 and Tween 80 at different temperatures was ascertained. The application of an aqueous system composed of ionic liquid and the most hydrophobic surfactant to a polluted effluent containing both diclofenac and ibuprofen revealed removal levels higher than 90%. Apart from the undoubted environmental and economic benefits of the proposed removal strategy (mild operating conditions, low environmental M.S. Álvarez et al. / Separation and Purification Technology 153 (2015) 91–98 97 T = 333.15 K T = 298.15 K E (%) 100 95 90 85 80 Feed composition (w1F, w2F) Fig. 4. Extraction percentage (E (%)) of ibuprofen ( ) and diclofenac ( ) for different feed composition in systems Tween 80 + N1112OHCl + H2O at 298.15 and 333.15 K. w1F and w2F are the compositions of Tween 80 and N1112OHCl in the feed stream, respectively. Fig. 5. Flowsheet diagram and ternary plot for the aqueous biphasic system-based removal of ibuprofen (Ibu) and diclofenac (Dcf) from waste effluents obtained after soil washing with aqueous solution of Tween 80 (5%). impact and price and bulk availability of Tween surfactants and choline-based ionic liquid), the easy implementation of the process at industrial scale urges future optimizations of the process to analyze the viability of reusing the surfactant and the ionic liquid. Acknowledgements This work has been supported by the Spanish Ministry of Economy and Competitiveness and EDRF funds (Project CTM201452471-R). M.S. Álvarez thanks University of Vigo for funding her stay at the ITQB. F.J. Deive acknowledges Spanish Ministry of Economy and Competitiveness for funding through a Ramón y Cajal contract. Appendix A. Supplementary material Supplementary data associated with this article can be found, in the online version, at http://dx.doi.org/10.1016/j.seppur.2015.08. 039. References [1] K. 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García, Emerging organic contaminant removal in a full-scale hybrid constructed wetland system for wastewater treatment and reuse, J. Ecol. Eng. 80 (2015) 108–116. ANNEX 7 TRITON X SURFACTANTS TO FORM AQUEOUS BIPHASIC SYSTEMS: EXPERIMENTAL CORRELATION (JOURNAL OF CHEMICAL THERMODYNAMICS, 2012, 54: 385-392). AND J. Chem. Thermodynamics 54 (2012) 385–392 Contents lists available at SciVerse ScienceDirect J. Chem. Thermodynamics journal homepage: www.elsevier.com/locate/jct Triton X surfactants to form aqueous biphasic systems: Experiment and correlation M.S. Álvarez, F. Moscoso, A. Rodríguez, M.A. Sanromán, F.J. Deive ⇑ Department of Chemical Engineering, Universidade de Vigo, P.O. Box 36310, Vigo, Spain a r t i c l e i n f o Article history: Received 3 March 2012 Received in revised form 2 May 2012 Accepted 18 May 2012 Available online 28 May 2012 Keywords: Aqueous Biphasic Systems Triton X-100 Triton X-102 Potassium Salts Correlation a b s t r a c t During the last years, the extraction of biomolecules and chemicals by means of Aqueous Biphasic Systems (ABS) has triggered a renewed interest, making it necessary to characterize fully the solubility data of this kind of system. In this study, two surfactants belonging to Triton X series (Triton X-100 and Triton X-102) are proposed as candidates to form ABS, by adding different potassium-based salts (K3PO4, K2HPO4, K2CO3, K2S2O3 and K2SO3) at T = 298.15 K. Several equations were used to fit the solubility data which were previously obtained by means of the cloud point method. The different phase forming capacities were analyzed in the light of the Hofmeister series, the Effective Excluded Volume (EEV) theory and the molar Gibbs free energy of hydration (DhydG). The Othmer–Tobias equation was proposed to correlate the tie-line data. Ó 2012 Elsevier Ltd. All rights reserved. 1. Introduction The behaviour of certain organic compounds in aqueous solutions of high charge-density inorganic salts has triggered the development of an ad hoc technology based on Aqueous Biphasic Systems (ABS), which pursues the segregation of an upper organic rich phase and a bottom inorganic salt-rich phase, thus leading to two aqueous phases that become immiscible [1]. This phenomenon is based on specific interactions between the inorganic salt and the organic compound, and their competition for water molecules. In general, ABS have been considered as a competitive separation technique due to inherent advantages such as the short process time required to trigger phase segregation, low viscosity, little emulsion formation, absence of organic volatile solvents, high extraction efficiency, low energy consumption, reliable scale-up and biocompatible environment [2]. Due to these benefits, this separation method has been applied to the extraction of biocompounds such as enzymes [3,4], alkaloids [5], antibiotics [6] and antioxidants [7] or other compounds like organic pollutants [8]. The organic compounds usually employed to achieve a proper phase segregation in ABS include polymers [9], ionic liquids (ILs) [10] and surfactants [11]. Nowadays, non-ionic surfactants have been widely used in many diverse fields such as food, cosmetics, textiles, detergents, biocatalysis, organic chemistry, etc. Among them, ethylene oxide derivatives such as Triton X-100 and Triton X-102 which are made up of an 8-carbon tertiary alkyl chain and 9–10 ethylene oxide units or 12–13 ethylene oxide units, respectively, ⇑ Corresponding author. Tel.: +34 986 81 87 23. E-mail address: [email protected] (F.J. Deive). 0021-9614/$ - see front matter Ó 2012 Elsevier Ltd. All rights reserved. http://dx.doi.org/10.1016/j.jct.2012.05.022 present outstanding an economic importance worldwide for industrial and household products due to their detergency, biodegradability, wetting and foaming properties [12]. Taking into account the above mentioned, surfactant-based ABS entails benefits such as a lower interface tension in comparison with the other cases, lower cost (surfactants and inorganic salts are inexpensive), less amount of inorganic salt required to induce phase splitting, null flammability, experimental conveniences (all the components are commercially available at bulk quantities), and shorter time for phase disengagement [13]. The lyotropic degree of each salt will lead to different salting out abilities. These specific effects have been traditionally analysed in the light of a recurring pattern now known as the Hofmeister series. This series allow predicting the kosmotropic/chaotropic character of each salt, based on their interaction with water molecules. Ions are regarded as kosmotropic and chaotropic depending on their abilities to interact with water and to change the water structure by shifting the equilibrium of low and high density water. With a high charge density, a kosmotropic ion interacts more strongly with water than water with itself and tends to increase the water structure by shifting the water equilibrium to low-density water. The situation is reversed in the case of a chaotropic ion [14]. Therefore, in this work, the salting out potential of five high charge density inorganic salts (K3PO4, K2CO3, K2HPO4, K2S2O3 and K2SO3) was evaluated to assess further phase segregation in aqueous solutions of two non-ionic surfactants, Triton X-100 and Triton X-102. In all cases, the solubility curves and tie lines were determined prior to model all the experimental data with known equations, such as those reported by Merchuk and Othmer–Tobias. Additionally, the salting out character was qualitatively discussed in the light of the Hofmeister series, and quantitatively analyzed 386 M.S. Álvarez et al. / J. Chem. Thermodynamics 54 (2012) 385–392 tion. The high charge density inorganic salts, K3PO4, K2CO3, K2HPO4, K2S2O3 and K2SO3 were also purchased from Sigma-Aldrich and used as received. The main data concerning the surfactants properties and purities of salts and surface active compounds used are shown in table 1. based on molar Gibbs free energy of hydration (DhydG) and Excluded Effective Volume (EEV) data. 2. Experimental 2.1. Chemicals 2.2. Experimental procedure The non-ionic surfactants belonging to the polyoxyethylene toctylphenol family Triton X-100 and Triton X-102 were purchased from Sigma-Aldrich, and used as received without further purifica- The solubility curves of the ABS were carried out by means of the cloud point titration method at T = 298.15 K [1]. A known TABLE 1 Samples provenance and purities.a Compound Chemical structure Triton X-100 n = 9.5 Triton X-102 n = 12 K3PO4 K2CO3 K2HPO4 K2S2O3 K2SO3 a b c O H O Mass fraction purity Supplier HLBb CMCc P0.99 P0.99 Sigma–Aldrich Sigma–Aldrich 13.4 14.4 189 106 267 106 P0.98 P0.99 P0.98 P0.95 0.90 Sigma–Aldrich Sigma–Aldrich Sigma–Aldrich Sigma–Aldrich Sigma–Aldrich – – – – – – – – – – n – – – – – Deionised water was used in all the experiments. HLB: hydrophilic lipophilic balance. CMC: critical micellar concentration. TABLE 2 Solubility data for {Triton X-100 (1) + salt (2) + H2O (3)} two-phase systems at T = 298.15 K.a K3PO4 a K2HPO4 K2S2O3 K2SO3 K2CO3 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 0.17 0.21 1.53 2.24 2.50 2.92 3.46 3.71 4.25 4.50 5.31 5.65 6.04 6.38 6.72 7.01 7.28 7.82 8.23 8.54 8.69 8.87 9.02 11.23 13.38 15.14 56.73 56.33 50.06 46.35 44.87 41.89 38.71 37.61 33.37 32.11 27.18 24.11 20.97 18.89 16.62 14.02 11.60 8.80 6.34 4.48 3.52 2.38 1.67 0.40 0.02 0.00 0.81 1.26 2.10 2.26 2.44 2.47 2.91 3.04 3.50 3.81 4.60 5.05 5.47 5.82 6.13 6.30 6.62 6.89 7.17 7.44 7.69 7.78 8.22 8.45 8.75 9.10 9.35 9.44 9.53 9.66 9.88 13.15 15.07 17.30 60.62 55.57 50.16 48.70 48.02 47.21 40.71 44.07 38.05 36.58 34.03 30.45 27.55 25.16 23.10 21.17 19.63 17.77 16.11 14.45 13.05 11.23 9.92 8.50 6.99 5.66 4.87 4.19 3.30 2.56 1.86 0.19 0.01 0.00 1.90 2.98 3.89 4.68 5.53 5.68 6.53 7.25 7.93 8.29 8.70 9.33 10.16 10.63 10.91 11.25 11.30 11.69 11.93 12.40 12.79 12.91 13.02 13.40 13.62 14.03 14.21 14.47 14.62 17.43 20.00 22.54 58.87 55.67 51.33 46.67 44.25 43.32 40.01 36.07 33.20 29.71 27.51 25.56 21.70 19.61 17.66 15.75 16.27 14.71 12.85 11.98 10.87 9.70 8.77 7.25 6.23 4.62 3.13 2.52 1.95 0.84 0.11 0.01 4.00 4.16 4.26 4.36 4.70 4.95 5.31 5.57 5.77 5.96 6.51 6.79 7.54 7.87 8.09 8.25 8.37 8.40 8.73 8.83 9.01 9.22 9.37 9.59 9.79 9.99 12.03 12.65 13.44 42.40 39.87 40.83 37.16 35.89 35.47 33.84 32.58 30.96 28.61 26.72 23.97 20.11 18.59 16.37 17.34 14.56 13.44 11.39 9.90 8.66 7.42 5.89 4.09 3.28 2.35 1.19 0.68 0.30 2.22 2.67 3.12 3.33 3.46 3.55 4.03 4.68 5.22 5.71 5.97 6.19 6.50 6.74 6.97 6.98 7.17 7.25 7.40 7.87 11.19 13.30 15.80 49.43 46.22 41.08 39.23 39.76 37.82 34.49 29.48 24.41 20.54 17.31 14.82 12.79 10.69 6.67 8.70 5.82 5.00 4.20 2.74 0.06 0.00 0.00 Standard uncertainties are u(w) = 0.0002, u(T) = 0.01 K. 387 M.S. Álvarez et al. / J. Chem. Thermodynamics 54 (2012) 385–392 0.12 100(w1M-1)/(mol.g-1) amount of salt was added to the two different surfactant aqueous solutions under constant stirring, until the detection of turbidity. Afterwards, a drop-wise addition of ultra-pure water until a clear monophasic region was carried out. All the samples were weighed in an analytical Sartorius cubis MSA balance (125P-100-DA, ±105 g). The ternary system compositions were determined by the weight quantification of all components within an uncertainty of ±104 g. The measurements were carried out in a jacketed glass vessel containing a magnetic stirrer connected to a temperature controlled circulating bath (controlled to ±0.01 K). For the jacketed cell, the temperature was controlled with a F200 ASL digital thermometer with an uncertainty of 0.01 K. The tie-lines (TLs) determination started with the addition of a ternary mixture within the immiscibility region of known mass fraction to the ampoules, the temperature was kept constant and the mixture was stirred vigorously and left to settle for 24 h to ensure a complete separation of the layers. The estimated uncertainty in the determination of the surfactant and salt phases mass compositions is ±2%. 0.08 0.04 0.00 0.00 0.04 0.08 100(w2M-2)/(mol.g-1) 0.12 FIGURE 1. Plot of experimental and correlated solubility data of {Triton X-100 (1) + salt (2) + H2O (3)} at T = 298.15 K: (s) K3PO4, (h) K2HPO4, (5) K2CO3, (e) K2SO3, (4) K2S2O3. 3. Results and discussion Hitherto, literature analysis reveals that just few systems were investigated previously containing Triton X-100 and Triton X-102 with different sodium and magnesium salts (sodium citrate, magnesium sulfate, sodium sulfate, sodium carbonate, sodium thiosulfate), sodium sulfite and disodium phosphate) [7,13,15,16]. The experimental data making up the phase diagrams of the systems involving the selected surfactants, Triton X-100 and Triton X-102, and high density charge inorganic salts, K3PO4, K2HPO4, K2CO3, K2S2O3 and K2SO3 were ascertained at T = 298.15 K and are listed in tables 2 and 3, and graphically compared in figures 1 and 2. In all cases, the top phase was rich in surfactant and poor in inorganic salt, while the bottom phase contained most of the high charge density salt and small quantities of surfactant. All the experimental data obtained were correlated by means of previously reported equations widely applied to different types of ABS [10,17]: 0:5 w1 ¼ a expðbw2 cw32 Þ; 0:5 ð1Þ 2 w1 ¼ a þ bw2 þ cw2 þ dw2 ; 0:5 ð2Þ 2 w1 ¼ expða þ bw2 þ cw2 þ dw2 Þ; ð3Þ TABLE 3 Solubility data for {Triton X-102 (1) + salt (2) + H2O (3)} two-phase systems at T = 298.15 K.a K3PO4 a K2HPO4 K2S2O3 K2SO3 K2CO3 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 2.46 3.34 3.76 3.82 4.06 4.40 4.67 5.00 5.29 5.54 5.88 6.27 6.32 6.64 7.12 7.30 7.92 8.09 8.43 8.64 8.92 9.12 9.34 9.58 9.76 9.95 13.27 13.82 15.98 42.64 38.04 36.04 36.51 34.44 32.92 31.06 29.85 27.08 26.21 24.16 21.52 19.80 18.41 17.05 15.56 14.30 13.03 11.79 10.16 9.00 7.65 6.53 5.37 4.36 3.46 0.38 0.22 0.01 2.51 2.79 2.80 3.22 3.61 4.27 4.96 5.44 6.18 6.63 6.74 6.87 7.12 7.52 7.87 8.20 8.51 8.90 9.20 9.45 9.68 9.76 9.98 10.30 10.52 12.17 13.10 14.85 45.00 42.04 40.06 37.86 36.04 33.33 30.13 26.49 23.93 22.07 19.75 20.58 18.43 16.88 15.12 13.43 11.87 10.55 9.23 8.18 7.27 5.97 5.22 4.00 2.98 1.41 0.65 0.11 4.68 5.68 5.89 6.44 6.84 7.31 8.77 9.09 9.41 10.13 10.77 11.43 11.84 11.94 12.57 12.95 13.64 14.18 14.57 14.99 15.23 15.51 15.76 16.01 16.23 16.84 19.18 21.73 46.67 43.32 42.03 39.92 38.05 34.45 29.83 29.14 25.56 23.89 20.90 18.88 17.03 14.83 13.51 11.74 9.84 7.94 6.54 5.47 4.68 3.96 3.22 2.60 2.03 2.44 0.64 0.10 1.70 4.82 5.10 5.44 5.65 6.01 6.30 6.57 7.11 7.51 7.83 8.07 8.39 8.67 8.98 9.31 9.61 9.98 10.30 10.56 10.86 11.08 11.28 11.64 12.36 14.59 15.69 50.00 35.87 34.13 32.13 30.95 28.75 26.77 24.68 22.79 21.93 20.14 18.59 17.23 15.85 13.56 12.18 10.51 9.19 8.27 7.15 6.13 5.12 4.16 2.80 2.63 0.49 0.18 3.05 3.64 4.21 4.46 4.98 5.46 5.69 6.07 6.40 6.63 6.94 7.37 7.46 7.83 7.84 8.35 8.56 8.96 9.19 9.61 11.12 12.56 41.86 37.86 33.83 31.99 28.10 25.41 22.36 19.26 17.95 16.18 14.02 12.28 10.67 9.01 9.40 7.34 5.36 4.56 3.54 2.79 0.70 0.13 Standard uncertainties are u(w) = 0.0002, u(T) = 0.01 K. 388 M.S. Álvarez et al. / J. Chem. Thermodynamics 54 (2012) 385–392 TABLE 5 Parameters of equation (2) and Standard deviation for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. 0.12 100(w1M-1)/(mol.g-1) a 0.08 0.04 0.00 0.00 0.04 0.08 0.12 100(w2M-2)/(mol.g-1) FIGURE 2. Plot of experimental and correlated solubility data of {Triton X-102 (1) + salt (2) + H2O (3)} at T = 298.15 K: (s) K3PO4, (h) K2HPO4, (5) K2CO3, (e) K2SO3, (4) K2S2O3. where w1 is the mass fraction of surfactants, w2 is the mass fraction of salts, and a, b, c, and d are fitting parameters. All the values of these parameters are listed in tables 4–6 together with the Standard deviations (r), which were calculated by applying the following expression: r¼ PnDAT i ðzexp zadjust Þ2 nDAT !1=2 where the experimental and adjustable solubility data are represented by zexp and zadjust, respectively and nDAT is the number of experimental data. Taking into account the obtained deviations one can state that all the equations serve our goal to estimate appropriately the solubility data. The data obtained can be analyzed by starting from two main premises: the effect of the selected high charge density inorganic salt and the effect of the surfactant employed. On the one hand, from the comparison of figures 1 and 2, it becomes patent that the use of the surfactant Triton X-100 involves solubility curves closer to the origin. This means that these systems TABLE 4 Parameters of equation (1) and Standard deviation for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. a b r c 3 0.6059 1.5791 3.1710 0.0093 0.8129 3.1755 2.20103 0.0099 0.6899 1.3830 7.11102 0.0099 0.7067 1.9230 1.96103 0.0175 0.7085 2.0807 4.61103 0.0140 0.6869 2.8352 1.78103 0.0084 1.5930 3 0.0064 3 0.5286 1.7010 0.6611 1.3849 5.2710 0.0082 0.5942 1.7150 1.33103 0.0065 0.7278 2.7595 2.72103 0.0042 Standard deviation (r) was calculated by means of equation (4). b c r d 0.6134 0.0603 6.8938 0.1997 0.0063 0.6995 0.3102 7.3628 14.4108 0.0076 0.6808 0.0721 4.8641 0.9114 0.0075 1.2301 7.0057 0.6942 0.1440 7.8539 4.9286 0.0089 0.6928 1.0255 3.7350 4.0677 0.0077 0.8044 2.9487 3.9236 21.1958 0.0064 1.0127 2.6173 0.8346 2.1768 14.5937 1.4823 7.0012 17.5337 75.6466 0.0062 3.0719 0.0076 32.0865 67.2354 0.0053 7.1264 2.1474 0.0049 Standard deviation (r) was calculated by means of equation (4). TABLE 6 Parameters of equation (3) and Standard deviation for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. ð4Þ ; Triton X-100 (1) + K3PO4 (2) + H2O (3) Triton X-100 (1) + K2HPO4 (2) + H2O (3) Triton X-100 (1) + K2S2O3 (2) + H2O (3) Triton X-100 (1) + K2SO3 (2) + H2O (3) Triton X-100 (1) + K2CO3 (2) + H2O (3) Triton X-102 (1) + K3PO4 (2) + H2O (3) Triton X-102 (1) + K2HPO4 (2) + H2O (3) Triton X-102 (1) + K2S2O3 (2) + H2O (3) Triton X-102 (1) + K2SO3 (2) + H2O (3) Triton X-102 (1) + K2CO3 (2) + H2O (3) Triton X-100 (1) + K3PO4 (2) + H2O (3) Triton X-100 (1) + K2HPO4 (2) + H2O (3) Triton X-100 (1) + K2S2O3 (2) + H2O (3) Triton X-100 (1) + K2SO3 (2) + H2O (3) Triton X-100 (1) + K2CO3 (2) + H2O (3) Triton X-102 (1) + K3PO4 (2) + H2O (3) Triton X-102 (1) + K2HPO4 (2) + H2O (3) Triton X-102 (1) + K2S2O3 (2) + H2O (3) Triton X-102 (1) + K2SO3 (2) + H2O (3) Triton X-102 (1) + K2CO3 (2) + H2O (3) a Triton X-100 (1) + K3PO4 (2) + H2O (3) Triton X-100 (1) + K2HPO4 (2) + H2O (3) Triton X-100 (1) + K2S2O3 (2) + H2O (3) Triton X-100 (1) + K2SO3 (2) + H2O (3) Triton X-100 (1) + K2CO3 (2) + H2O (3) Triton X-102 (1) + K3PO4 (2) + H2O (3) Triton X-102 (1) + K2HPO4 (2) + H2O (3) Triton X-102 (1) + K2S2O3 (2) + H2O (3) Triton X-102 (1) + K2SO3 (2) + H2O (3) Triton X-102 (1) + K2CO3 (2) + H2O (3) b c r d 1.2662 30.2896 130.10 891.65 0.0086 1.7720 33.0935 126.18 742.51 0.0082 0.5955 14.0134 47.89 248.10 0.0111 140.40 740.66 0.0158 2.1145 37.093 3.1299 57.2501 244.16 1550.37 0.0110 0.5655 16.7380 60.64 433.84 0.0088 1.6424 31.9710 115.65 595.26 0.0063 3.3359 40.3343 115.32 352.30 0.0074 3.2334 43.7828 137.60 554.28 0.0070 1.2561 24.9224 646.01 0.0053 93.09 Standard deviation (r) was calculated by means of equation (4). require less amount of salt to trigger phase segregation. The explanation of these differences between the two selected surfactants can underlie in their different degree of hydrophobicity. A useful means to evaluate the hydrophobic nature of a surfactant is the hydrophilic-lipophilic balance (HLB), which is an empirical number varying between 0 and 20. Thus, while Triton X-100 possesses a HLB of 13.4, the value of HLB for Triton X-102 is 14.4. This fact confirms that the use of more hydrophobic or water de-structuring (chaotropic) compounds entails solubility curves closer to the origin. The observed pattern is in agreement with what can be found in literature. Thus, recent studies have also found [18–20] found that the phase-forming ability of several ILs and polyethylene glycols increases with increasing alkyl-chain length, probably due to the existence of non-favourable interactions between the saltingout inducing ions and the surfactant non-polar moieties, thus leading to an easier phase disengagement. 389 M.S. Álvarez et al. / J. Chem. Thermodynamics 54 (2012) 385–392 On the other hand, the high charge density inorganic salts used follow the same sequence no matter the surfactant used: K3PO4 > K2HPO4 > K2CO3 > K2SO3 > K2S2O3. Having fixed the cation (K+) one can analyze the salting out potential of each salt by comparing with what is predicted by the Hofmeister series, since the effects concluded in this recurring trend are often more pronounced for anions than for cations [21]. Kosmotropes are usually small and highly charged, while chaotropes are large and low charged. In fact, all multivalent ions are highly hydrated and are, therefore, kosmotropic. This is in agreement with the trend observed that trivalent phosphate has a higher salting out potential than divalent phosphate. Additionally, the observed sequence can be also quantitatively analyzed on the basis of the lyotropic number, by means of the Gibbs energy of hydration (DhydG). Thus based on the data reported by Marcus [22], the salting out ability of the salts follows the order: PO43 (2765 kJ mol1) > CO32 (1315 kJ mol1) > SO32 (1295 kJ mol1), which is in agreement with our findings. This sequence allows concluding that anions leading to an easier phase disengagement possess more negative DhydG values. Additionally, Zafarani and Hamzehzadeh [23] focused on the salting out effect by analyzing the viscosity B coefficients. Several reports have highlighted that anions with more positive B coefficients hydrated more water molecules than those presenting lower values, thus suggesting that these ions are more kosmotropes and would exhibit a larger change in viscosity with their concentrations. Hence, three of the salts used in this work followed the trend K3PO4 (B coefficient = 0.495 dm3 mol1) > K2HPO4 (B coefficient = 0.382 dm3 mol1) > K2CO3 (B coefficient = 0.294 dm3 mol1) [24, 25], which is in agreement with the pattern obtained in the present work. Another approach to analyze the salting out behaviour of each system can be based on the analysis of the Effective Excluded Volume (EEV). This theory is based on the statistical geometry methods developed by Guan et al. [26], and states that any molecule species in a solution is distributed at random and every system composition on the solubility curve is a geometrically saturated solution of one solute in the presence of another. Therefore, the experimental data were fitted to the following equation: w2 w1 ln V 213 þ f213 þ V 213 ¼ 0; M2 M1 where are, respectively, the molar mass of surfactant and salt, the scaled EEV of the salt, and the volume fraction of unfilled effective available volume after tight packaging of salt molecules into the network of surfactant molecules in aqueous solutions, which include the influence of the size of the water molecules, respectively. The values of the EEV, f213 and Standard deviations are presented in table 7. In general, the high values of TABLE 7 Values of parameters of EEV and f213 using equation (1) for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. 103 V 213 / (gmol1) X-100 X-100 X-100 X-100 X-100 X-102 X-102 X-102 X-102 X-102 (1) + K3PO4 (2) + H2O (3) (1) + K2HPO4 (2) + H2O (3) (1) + K2S2O3 (2) + H2O (3) (1) + K2SO3 (2) + H2O (3) (1) + K2CO3 (2) + H2O (3) (1) + K3PO4 (2) + H2O (3) (1) + K2HPO4 (2) + H2O (3) (1) + K2S2O3 (2) + H2O (3) (1) + K2SO3 (2) + H2O (3) (1) + K2CO3 (2) + H2O (3) yI1 ¼ yF1 1R yII1 ; R R ð6Þ xI2 ¼ xF2 1R xII2 ; R R ð7Þ where F, I and II represent the feed, the top phase, and the bottom phase, respectively; y1 and x2 are the mass fraction percentage of surfactant and salt, respectively; and R is the following measured ratio: TABLE 8 Experimental tie–lines in mass percentage for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. Surfactant-rich phase Inorganic salt-rich phase 100 wI1 100 wI2 100 wII1 44.88 50.15 56.34 Triton X-100 (1) + K3PO4 2.51 0.40 1.47 0.02 0.21 0.00 47.21 55.57 60.62 1.9258 1.1510 0.4728 0.9866 1.2548 1.5488 0.1546 0.0315 0.0208 0.4783 f213 0.0574 0.2581 0.5936 0.2742 0.1589 0.2277 0.8960 0.9723 0.9837 0.6587 Standard deviation (r) was calculated by means of equation (4). r 0.0390 0.0435 0.0463 0.0274 0.0630 0.0281 0.0315 0.0444 0.0384 0.0361 100 wII2 TLL S 45.32 51.53 58.28 5.10 4.21 3.77 Triton X-100 (1) + K2HPO4 2.48 0.19 1.26 0.00 0.81 0.01 (2) + H2O (3) 13.15 48.22 15.07 57.26 17.30 62.80 4.40 4.02 3.68 44.25 57.71 59.57 Triton X-100 (1) + K2S2O3 5.53 0.84 1.38 0.11 1.94 0.01 (2) + H2O (3) 17.43 45.01 20.00 53.92 22.55 63.02 3.65 3.19 2.89 33.84 40.83 49.00 5.31 4.26 2.80 Triton X-100 (1) + K2SO3 1.20 0.68 0.30 (2) + H2O (3) 12.03 12.65 13.44 33.33 41.02 49.85 4.86 4.79 4.57 39.76 46.18 50.22 3.46 2.63 2.10 Triton X-100 (1) + K2CO3 0.06 0.00 0.00 (2) + H2O (3) 11.19 13.30 15.80 40.45 47.39 52.06 5.14 4.32 3.67 31.06 37.0 42.88 4.67 3.68 2.37 Triton X-102 (1) + K3PO4 0.22 0.02 0.38 (2) + H2O (3) 15.98 13.82 13.27 32.85 38.34 43.87 2.73 3.65 3.90 40.06 42.04 45.00 Triton X-102 (1) + K2HPO4 2.80 1.41 2.80 0.65 2.51 0.11 (2) + H2O (3) 12.17 39.77 13.10 42.66 14.85 46.56 4.13 4.02 3.64 29.83 39.92 42.03 Triton X-102 (1) + K2S2O3 8.77 2.44 6.44 0.64 5.89 0.10 (2) + H2O (3) 16.84 28.56 19.18 41.30 21.73 44.82 3.39 3.08 2.65 17.34 28.61 35.89 8.25 5.96 4.70 Triton X-102 (1) + K2SO3 1.47 0.76 0.57 (2) + H2O (3) 13.52 14.60 15.68 16.72 29.16 36.96 3.01 3.22 3.21 37.86 41.86 33.83 3.64 3.05 4.21 Triton X-102 (1) + K2CO3 0.70 0.13 2.79 (2) + H2O (3) 11.12 12.56 9.61 37.91 42.80 31.51 4.97 4.39 5.75 ð5Þ M1, M2, V 213 , f213 Triton Triton Triton Triton Triton Triton Triton Triton Triton Triton the scaled EEV obtained for K3PO4 permit to confirm its strong salting out potential. On the contrary, sodium sulfite and sodium thiosulfite, are the inorganic salts leading to the lowest values, in agreement with their position in the salting out sequence previously mentioned. In the same way, the higher values observed for Triton X-100 also confirm our previous conclusions related to its higher salting out potential. The TLs data were obtained by the lever arm rule taking into account the relationship between the upper phase and the overall system mass composition. (2) + H2O (3) 11.23 13.38 15.15 R¼ M.S. Álvarez et al. / J. Chem. Thermodynamics 54 (2012) 385–392 Weight of the top phase : Weight of the mixture ð8Þ In parallel, the information provided by the tie-line length, TLL, and the slope of the TLs data, S, is a useful tool to ascertain the relative distribution of the surfactant and the inorganic salt between the two aqueous phases in equilibrium. These values are calculated by means of these equations: h i0:5 TLL ¼ ðwI1 wII1 Þ2 þ ðwI2 wII2 Þ2 ; S¼ ð9Þ wI1 wII1 ; wI2 wII2 ð10Þ 100 w1 where the equilibrium mass fraction of the surfactant (1) and the inorganic salt (2), in the upper (I) and bottom (II) phases, are represented. The TL data obtained for each ternary system and the abovementioned parameters are given in table 8, and represented in figures 3 and 4. From these data, it is clear that higher values of TLL correlate with higher salt concentration. The rationale behind this behaviour can be explained in terms of interactions between the salt and the surfactant. As more inorganic salt is present, the bottom phase becomes increasingly structured, thus leading to a higher degree of mass transfer of chaotropic ions to the top phase. From the data presented, it is clear that higher values of TLL correlate with higher salt concentration. The rationale behind this behaviour can be explained in terms of interactions between the salt and the surfactant. As more inorganic salt is present, the bottom phase becomes increasingly structured, thus leading to a higher degree of mass transfer of chaotropic ions to the top phase. A proper analysis of the obtained experimental data requires the application of a correlation equation, such as that proposed by Othmer–Tobias [27]: a 1 wI1 1 wII2 ¼ b ; wI1 wII2 ð11Þ where a and b are the fitting parameters, w is the mass fraction, subscripts 1, 2 and 3 refer to surfactant, salt and water, respectively, and superscripts I and II indicate the surfactant-rich phase and saltrich phase, respectively. The use of this correlation allows relating the TL mass concentration of both phases by means of a linear function. As can be seen in table 9, the obtained regression coefficients very near to 1 for most of all the salts, reveal a high degree of consistency with the experimental data, thus confirming the appropriateness of this model. However, in the case of K2S2O3, this correlation equation seems to be not so appropriate to describe the tie-lines. 80 80 60 60 40 40 20 20 0 0 60 60 40 40 20 20 0 100 w1 390 0 10 20 30 40 100 w2 60 40 20 0 0 10 20 30 100 w2 FIGURE 3. Plot of experimental and correlated phase diagram and experimental tie-lines of {Triton X-100 (1) + salt (2) + H2O (3)}: at T = 298.15 K. Void symbols represent experimental phase diagram, and full symbols represent tie-line data. (s) K3PO4, (h) K2HPO4, (5) K2CO3, (e) K2SO3, (4) K2S2O3. 391 M.S. Álvarez et al. / J. Chem. Thermodynamics 54 (2012) 385–392 60 40 40 20 20 0 0 40 40 20 20 100 w1 100 w1 60 0 0 10 20 30 100 w2 40 20 0 0 10 20 30 100 w2 FIGURE 4. Plot of experimental and correlated phase diagram and experimental tie-lines of {Triton X-102 (1) + salt (2) + H2O (3)}: at T = 298.15 K. Void symbols represent experimental phase diagram, and full symbols represent tie-line data. (s) K3PO4, (h) K2HPO4, (5) K2CO3, (e) K2SO3, (4) K2S2O3. TABLE 9 Parameters of Othmer–Tobias equation and correlation coefficient for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. Triton X-100 (1) + K3PO4 (2) + H2O (3) Triton X-100 (1) + K2HPO4 (2) + H2O (3) Triton X-100 (1) + K2S2O3 (2) + H2O (3) Triton X-100 (1) + K2SO3 (2) + H2O (3) Triton X-100 (1) + K2CO3 (2) + H2O (3) Triton X-102 (1) + K3PO4 (2) + H2O (3) Triton X-102 (1) + K2HPO4 (2) + H2O (3) Triton X-102 (1) + K2S2O3 (2) + H2O (3) Triton X-102 (1) + K2SO3 (2) + H2O (3) Triton X-102 (1) + K2CO3 (2) + H2O (3) the results in the light of molar Gibbs energy of hydration, the Hofmeister series and the EEV theory allowed concluding the excellent salting out capacity of K3PO4, which is advantageous in terms of economics and environmental sustainability. Also, it was confirmed that the hydrophobicity of the surfactant plays a major role in the phase behaviour, being the more hydrophobic Triton X-100 leading to greater regions of immiscibility. Finally, all the solubility data were modelled by means of previously reported equations and the tie-lines were appropriately fitted to the Othmer–Tobías equation in most of the cases (except for K2S2O3). a b R2 r 1.3219 1.9861 0.0812 0.0453 0.9812 0.9794 0.0064 0.0079 1.9676 0.0552 0.8666 0.0249 4.9502 1.0613 2.1602 0.8747 0.0010 0.1650 81.9152 0.2647 0.9991 0.9802 0.9105 0.9981 0.0018 0.0061 0.0144 0.0009 1.6389 0.1600 0.8644 0.0196 Acknowledgements 5.4220 1.1367 0.0002 0.1535 0.9716 0.9990 0.0129 0.0010 F.J. Deive wishes to thank Xunta de Galicia for funding through a Isidro Parga Pondal Program. Standard deviation (r) was calculated by means of equation (4). References 4. Conclusions The solubility data of the systems {surfactant (Triton X-100 or Triton X-102) + inorganic salt (K3PO4, K2HPO4, K2CO3, K2SO3 and K2S2O3) + water} were ascertained at T = 298.15 K. The analysis of [1] P.A. Albertsson, Aqueous Polymer-phase Systems, John Wiley and Sons, New York, 1986. [2] Y. Pei, J. 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Marrucho, J.A.P. Coutinho, J. Phys. Chem. B 113 (2009) 5194–5199. [21] Y. Zhang, P.S. Cremer, Curr. Opin. Chem. Biol. 10 (2006) 658–663. [22] Y. Marcus, J. Chem. Soc. Faraday Trans. 87 (1991) 2995–2999. [23] M.T. Zafarani-Moattar, S. Hamzehzadeh, J. Chem. Eng. Data 54 (2008) 833–841. [24] H.D.B. Jenkins, Y. Marcus, Chem. Rev. 95 (1995) 2695–2724. [25] H. Zhao, S. Campbell, L. Jackson, Z. Song, O. Olubajo, Tetrahedron: Asymmetry 17 (2006) 377–383. [26] Y. Guan, T.H. Lilley, T.E. Treffy, Macromolecules 26 (1993) 3971–3979. [27] D.F. Othmer, P.E. Tobias, Ind. Eng. Chem. 34 (1942) 693–696. JCT 12-136 ANNEX 8 ON THE PHASE BEHAVIOUR OF POLYETHOXYLATED SORBITAN (TWEEN) SURFACTANTS IN THE PRESENCE OF POTASSIUM INORGANIC SALTS (JOURNAL OF CHEMICAL THERMODYNAMICS, 2012, 55: 151-158). J. Chem. Thermodynamics 55 (2012) 151–158 Contents lists available at SciVerse ScienceDirect J. Chem. Thermodynamics journal homepage: www.elsevier.com/locate/jct On the phase behaviour of polyethoxylated sorbitan (Tween) surfactants in the presence of potassium inorganic salts María S. Álvarez, Fátima Moscoso, Francisco J. Deive, M. Ángeles Sanromán, Ana Rodríguez ⇑ Department of Chemical Engineering, Universidade de Vigo, P. O. Box 36310, Vigo, Spain a r t i c l e i n f o Article history: Received 7 May 2012 Received in revised form 8 June 2012 Accepted 2 July 2012 Available online 13 July 2012 Keywords: Aqueous Biphasic Systems Tween 20 Tween 80 Potassium salts Othmer-Tobías and Bancroft equations a b s t r a c t The salting out potential of potassium-based inorganic salts was assessed in aqueous solutions of two non-ionic surfactants from the Tween family. New solubility data of the systems {surfactant (Tween 20/Tween 80) + inorganic salt (K3PO4/K2CO3/K2HPO4/K2S2O3/K2SO3) + H2O} were experimentally ascertained at T = 298.15 K and these data were correlated by means of several three and four parameters empirical equations. Tie-line data were determined for the aqueous ternary systems and Ohtmer-Tobias and Bancroft equations have been proposed to correlate these data. The phase segregation effect of the proposed salts was investigated and compared with the sequence indicated by the Hofmeister series and the molar Gibbs energy of hydration (DhydG) data. Ó 2012 Elsevier Ltd. All rights reserved. 1. Introduction In continuation of our previous research works [1–3] involving the characterization of the solubility behaviour of surfactant aqueous solutions in the presence of inorganic and organic salts, liquidliquid equilibrium of aqueous systems containing polyethoxylated sorbitan (Tween) surfactants were investigated at T = 298.15 K. This kind of separation process is based on the addition of an inorganic salt with the purpose of segregating two phases, one of them rich in surfactant component (upper phase) and the other enriched in the potassium-inorganic salt (bottom phase). The proposal of these systems make up a novel approach with a promising potential for the extraction of bioactive compounds, usually produced in aqueous solutions such as culture broths [4]. Liquid-liquid extraction through Aqueous Biphasic Systems (ABS) using inorganic salts, whose salting-out capacity can be evaluated in terms of the Hofmeister series, have gained further momentum in recent years with the emergence of ionic liquids [5,6]. This work is devoted to novel non-ionic surfactant-based ABS, since these kinds of surface active compounds are widely applied in biotechnological processes due to inherent benefits such as their low cost, biodegradability, lower interface tension and wider immiscibility window. The Tween family, among the most commonly used surfactants, has been highlighted in many reports, as a non-toxic and efficient alternative, and it was even reported to act as carbon source in ⇑ Corresponding author. Tel.: +34 986 81 87 23. E-mail address: [email protected] (A. Rodríguez). 0021-9614/$ - see front matter Ó 2012 Elsevier Ltd. All rights reserved. http://dx.doi.org/10.1016/j.jct.2012.07.001 culture broths [7]. Many studies entailing the use of surfactants in separation processes have been focused on their properties to become turbid when heated to a certain temperature known as the cloud point. This cloud point-based extraction has been extensively used as an important separation and purification technique of metabolites or biocompounds with industrial interest while keeping their activities [8]. The first advantage of the strategy followed in this research work is based on the benefits associated with the operation at mild temperature (especially interesting for the extraction of enzymes). Additionally, another advantage of this separation technique lies in the prediction of the different salting-out potential provided by the selected potassium inorganic salts agents by means of the Hofmeister series. This sequence suggests to us the selection of these specific ions due to their different ability to interact with water and to change aqueous solution structure with the purpose to obtain two immiscible layers. In this sense, ions such as PO43, PO42, CO32, S2O32, and SO32, were sequenced from kosmotropic to chaotropic depending on their abilities to further phase splitting in aqueous solutions of surfactants. In this work, solubility curves of aqueous solutions of Tween 20 or Tween 80 were experimentally determined by the addition of five high charge density inorganic salts (K3PO4, K2CO3, K2HPO4, K2S2O3, K2SO3) at T = 298.15 K. Several empirical equations [9,10] were able to fit suitably the solubility data. Ohtmer-Tobias and Bancroft models were chosen to correlate the previous determined tie-line data and the results are discussed in terms of standard deviations. The potential of potassium-based inorganic salts to segregate two phases is investigated and analysed taking into account 152 M.S. Álvarez et al. / J. Chem. Thermodynamics 55 (2012) 151–158 the data provided by the Hofmeister series. This salting-out effect is assessed and confirmed by the molar Gibbs energy of hydration. TABLE 2 Purities and suppliers of inorganic salts.a 2. Experimental 2.1. Chemicals Tween 20 and Tween 80, non-ionic surfactants belonging to the polyethoxylated sorbitan family, monosubstituted with a laurate and an oleate moiety, respectively, were supplied by Sigma-Adrich. Their structures and the main characteristics (HLB and CMC) are collected in table 1. The selected high charge density inorganic salts, K3PO4, K2CO3, K2HPO4, K2S2O3, and K2SO3 used as received, and their CAS number, purities and suppliers are shown in table 2. 2.2. Experimental procedure The widely employed cloud point titration method [11] was used to determine the solubility curves at T = 298.15 K. A jacketed glass vessel containing a magnetic stirrer connected to a temperature controlled circulating bath (controlled to ±0.01 K) was used to obtain the phase equilibrium data corresponding to the selected systems of {surfactant (Tween 20/Tween 80) + inorganic salt (K3PO4/K2CO3/K2HPO4/K2S2O3/K2SO3) + H2O}. The temperature was controlled with a F200 ASL digital thermometer with an uncertainty of ±0.01 K. Aqueous solution containing known amounts of surfactant were used to start the solubility curve, by the addition of a saturated aqueous solution of the inorganic salt with known mass fraction, until the detection of a cloudy solution. Afterwards, water was added drop wise until a clear solution was obtained. This protocol was repeated the number of times required to fully characterize the immiscibility window. All the samples TABLE 1 Main properties and structure of the selected surfactants. Surfactant HLB CMC/mM Tween 20w + x + y + z = 20 16.7 0.060 Tween 80 w + x + y + z = 20 15.0 0.012 Structure a Inorganic salt CAS number K3PO4 K2CO3 K2HPO4 K2S2O3 K2SO3 7778-53-2 584-08-7 7758-11-4 10294-66-3 10117-38-1 Supplier Mass fraction purity Sigma-Aldrich 0.98 0.99 0.98 0.95 0.90 Deionised water was used in all the experiments. were weighed in an analytical Sartorius cubis MSA balance (125P-100-DA, resolution ±105 g). The tie-lines (TLs) were determined by a gravimetric method proposed by Merchuk [9]. In brief, a ternary mixture with known mass fraction at the biphasic region was prepared in the above mentioned jacketed glass vessel. The mixture was vigorously stirred and left to settle for 24 h to ensure a complete segregation of the phases. Afterwards, top and bottom phases were separated and weighted. The level arm rule was employed to determine each TL composition. The estimated uncertainty in the determination of the surfactant (top) and salt (bottom) phases mass compositions is ±2%. 3. Results and discussion 3.1. Solubility curves and correlation The experimental solubility data of the systems {surfactant (Tween 20/Tween 80) + inorganic salt (K3PO4/K2CO3/K2HPO4/ K2S2O3/K2SO3) + H2O} at T = 298 K are listed in tables 3 and 4 and shown in figures 1 and 2. Up to our knowledge, this is the first approach to characterize the phase behaviour of the Tween family in the presence of potassium-based inorganic salts. 153 M.S. Álvarez et al. / J. Chem. Thermodynamics 55 (2012) 151–158 TABLE 3 Binodal data for {Tween 20 (1) + salt (2) + H2O (3)} two-phase systems at T = 298.15 K.a K3PO4 a K2HPO4 K2S2O3 K2CO3 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 1.51 2.22 2.67 2.84 3.05 3.45 4.42 4.50 5.19 5.86 6.66 7.48 8.12 8.27 8.36 8.80 9.13 9.26 9.61 9.88 10.07 10.19 12.61 14.19 15.62 55.48 48.67 46.40 45.87 44.63 41.44 36.22 36.33 31.86 28.07 24.28 19.93 16.23 14.84 14.79 12.62 10.74 9.50 8.15 5.91 4.19 3.11 1.34 0.35 0.32 1.38 2.26 2.45 3.12 3.18 3.24 3.85 4.45 5.01 5.45 5.74 6.34 6.94 7.58 8.00 8.38 8.86 9.03 9.31 9.60 9.68 10.03 10.50 10.80 11.00 11.12 11.40 13.37 15.05 16.55 55.32 49.71 49.09 45.44 45.15 45.00 40.13 37.63 35.19 32.44 30.31 28.01 25.28 22.39 20.08 17.74 15.59 14.37 12.73 9.62 11.23 7.82 6.25 4.03 2.90 2.04 1.56 1.18 0.32 0.06 3.18 4.27 5.24 5.86 7.03 7.91 8.04 8.77 9.42 10.24 10.83 11.43 12.10 12.73 13.18 13.94 14.50 14.81 15.14 15.47 15.76 16.36 16.92 17.20 17.52 19.29 22.45 24.59 53.48 50.89 48.33 46.57 41.45 38.20 39.21 35.21 32.85 30.18 28.06 25.97 23.29 21.22 18.31 16.17 13.71 12.66 11.23 10.06 8.90 6.82 4.77 3.25 2.36 2.34 0.44 0.10 2.50 3.65 5.03 5.50 5.93 6.27 6.43 6.99 7.49 8.10 8.61 9.03 9.47 10.02 10.51 10.67 10.92 11.08 11.31 11.53 11.70 13.62 15.54 18.27 55.18 48.66 41.25 38.52 35.74 34.40 30.92 28.21 25.07 22.84 20.43 18.05 15.97 14.27 12.29 10.69 9.22 7.88 6.32 5.14 4.14 2.23 0.58 0.05 1.35 2.28 2.50 3.50 4.08 5.03 5.70 6.09 6.80 7.70 8.21 8.52 8.61 8.74 8.93 9.00 9.08 9.34 9.39 12.88 15.46 17.45 52.50 49.72 47.07 43.67 39.22 35.87 30.04 26.53 22.54 16.87 13.06 10.71 8.05 8.74 5.92 5.14 4.12 3.50 2.34 0.18 0.00 0.00 Standard uncertainties are u(w) = 0.0002, u(T) = 0.01 K. TABLE 4 Binodal data for {Tween 80 (1) + salt (2) + H2O (3)} two-phase systems at T = 298.15 K. K3PO4 a K2SO3 K2HPO4 a K2S2O3 K2SO3 K2CO3 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 2.22 3.64 4.18 5.28 5.36 5.87 6.30 6.72 7.35 7.58 8.17 8.37 8.54 8.68 8.81 8.96 9.07 9.20 9.99 11.17 12.01 44.42 35.54 33.63 26.70 26.16 23.02 19.57 17.22 14.84 12.59 11.14 9.68 8.33 7.02 6.02 5.26 3.65 2.10 2.98 1.02 0.49 2.97 3.68 4.50 5.35 6.00 6.05 6.44 6.92 7.06 7.77 8.20 8.51 9.00 9.20 9.34 9.63 9.74 9.88 10.23 11.07 12.77 14.04 43.75 38.50 34.62 30.28 26.29 25.75 24.38 22.36 20.30 16.29 13.30 11.40 9.84 8.79 7.58 6.73 5.72 3.80 2.53 2.67 0.91 0.18 4.73 5.94 7.58 8.82 9.52 9.71 10.14 11.10 11.72 12.43 12.90 13.09 13.62 13.70 14.06 14.69 15.54 16.92 19.00 50.39 42.42 35.24 29.86 26.78 26.24 23.81 19.84 18.19 15.43 13.21 11.44 9.76 8.36 7.43 4.71 3.21 2.55 0.82 2.96 4.05 4.96 5.80 5.83 6.26 6.91 7.22 7.31 7.50 7.83 7.83 8.10 8.65 8.97 9.31 9.40 9.61 9.85 9.99 10.34 10.54 10.68 12.30 13.19 14.24 49.90 42.68 36.41 32.45 30.26 28.57 25.56 21.22 22.63 19.37 18.10 18.19 16.12 14.01 12.81 11.98 10.80 9.23 8.06 6.92 4.87 3.82 2.82 1.67 0.81 0.76 1.50 2.30 2.58 2.78 3.10 3.96 4.67 5.17 5.80 6.07 6.96 7.15 7.49 7.83 7.95 8.13 8.58 9.47 10.48 11.33 45.89 40.50 39.42 38.30 35.44 30.53 25.14 20.72 18.57 16.12 12.42 10.83 8.65 6.44 5.23 3.49 1.65 2.15 0.71 0.26 Standard uncertainties are u(w) = 0.0002, u(T) = 0.01 K. Analogously to ionic liquids/inorganic salts-based ABS [4–6], the phase segregation in systems containing surfactants and inorganic salts are the result of a balance between the surfactant hydrophobicity and the salting out potential of the salt to create hydration complexes [12]. By comparing the data obtained in figures 1 and 2, it becomes patent that the use of Tween 80 entails larger biphasic regions. The rationale behind this behaviour is the hydrophobicity associated to the molar mass of the surface active M.S. Álvarez et al. / J. Chem. Thermodynamics 55 (2012) 151–158 0.06 0.06 0.04 0.04 100w1/M1(mol/g) 100w1/M1(mol/g) 154 0.02 0.00 0.00 0.04 0.08 0.12 0.02 0.00 0.00 0.16 0.04 0.08 100w2/M2(mol/g) 0.12 0.16 100w2/M2(mol/g) FIGURE 1. Plot of experimental and correlated solubility data of {Tween 20 (1) + salt (2) + H2O (3)} at T = 298.15 K: (s), K3PO4; (h), K2HPO4; (r) K2CO3; (}), K2SO3; (4), K2S2O3. FIGURE 3. Plot of experimental and correlated solubility data of {Tween 20 (1) + salt (2) + H2O (3)} at T = 298.15 K: (h) Na2CO3, (j) K2CO3; (s) Na2SO3, (d) K2SO3; (4) Na2S2O3, (N) K2S2O3. Full symbols: experimental data; void symbols: literature data [1]. 0.06 100w1/M1(mol/g) TABLE 6 Parameters of equation (1) and standard deviation (r) for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 Ka. 0.04 Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween 0.02 0.00 0.00 a 0.04 0.08 100w2/M2(mol/g) 0.12 0.16 FIGURE 2. Plot of experimental and correlated solubility data of {Tween 80 (1) + salt (2) + H2O (3)} at T = 298.15 K: (s), K3PO4; (h), K2HPO4; (r) K2CO3; (}), K2SO3; (4), K2S2O3. DhydG/(kJ mol1) K+ Na+ PO43 CO32 SO32 295 365 2765 1315 1295 compound. A useful parameter to quantify the hydrophobicity of a selected surfactant is the hydrophilic-lipophilic balance (HLB), which is an empirical number which value varies between 0 and 20. Thus, the more hydrophobic Tween 80, as can be concluded from the lower HLB value (see table 1), presents a lower affinity for water and it is more easily salted out by the inorganic salts. The same pattern has been widely described in literature with other ABS made up with ionic liquids and PEG [13,14]. Typically, traditional polymer/salt-based ABS are decisively influenced by the anion of the inorganic salt. Hence, a modulation of the hydrophobic effect can be achieved by fixing a common cation a b c r 0.7944 0.7253 0.6584 0.8670 0.6329 0.6204 0.5974 0.8431 0.7989 0.6204 3.0380 2.4081 1.1371 2.7655 1.4067 2.1544 1.6975 2.2242 2.5541 2.4816 1.50 103 1.36 103 3.90 102 1.04 103 2.43 103 2.36 103 1.88 103 5.34 102 1.59 103 3.19 103 0.0120 0.0147 0.0112 0.0114 0.0180 0.0120 0.0111 0.0113 0.0104 0.0146 Standard deviation (r) was calculated by means of equation (4). TABLE 7 Parameters of equation (2) and standard deviation (r) for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 Ka. Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween TABLE 5 Molar Gibbs energies of hydration [16] of selected ions (DhydG). Ions 20 + K3PO4 + H2O 20 + K2HPO4 + H2O 20 + K2S2O3 + H2O 20 + K2SO3 + H2O 20 + K2CO3 + H2O 80 + K3PO4 + H2O 80 + K2HPO4 + H2O 80 + K2S2O3 + H2O 80 + K2SO3 + H2O 80 + K2CO3 + H2O a 20 + K3PO4 + H2O 20 + K2HPO4 + H2O 20 + K2S2O3 + H2O 20 + K2SO3 + H2O 20 + K2CO3 + H2O 80 + K3PO4 + H2O 80 + K2HPO4 + H2O 80 + K2S2O3 + H2O 80 + K2SO3 + H2O 80 + K2CO3 + H2O a b c d r 0.9143 0.7474 0.6317 1.0807 0.7023 0.8462 0.7749 1.1921 0.9165 0.8082 3.6087 1.5924 0.1706 3.0912 1.8124 3.4030 1.9649 4.0070 2.1737 3.5828 6.1465 0.0831 3.6022 0.6065 3.3389 5.5319 0.3184 4.2914 1.2087 7.0696 33.8013 14.7750 1.6578 3.1472 49.5592 34.0307 14.6085 10.7635 3.9457 48.3449 0.0034 0.0057 0.0042 0.0082 0.0062 0.0074 0.0066 0.0065 0.0081 0.0119 Standard deviation (r) was calculated by means of equation 4. (K+) and varying different trivalent and divalent anions. In a visual inspection of the results, a clear salting out trend can be established for the selected anions: PO43 > HPO42 > CO32 > SO32 > S2O32. This series can be rationalized by bearing in mind the different solvation capacity of the selected anions. Traditionally, this solvation capacity was qualitatively analysed in terms of chaotropicity or kosmotropicity, depending on the ability of the salts and surfactants to interact with water molecules. The obtained sequence validates the salting out potential predicted by the Hofmeister series [15] and it is also corroborated by what is expected from the Gibbs energy of hydration [16]. The values for the different anions are listed in 155 M.S. Álvarez et al. / J. Chem. Thermodynamics 55 (2012) 151–158 TABLE 8 Parameters of equation (3) and standard deviation (r) for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 Ka. Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween a 20 + K3PO4 + H2O 20 + K2HPO4 + H2O 20 + K2S2O3 + H2O 20 + K2SO3 + H2O 20 + K2CO3 + H2O 80 + K3PO4 + H2O 80 + K2HPO4 + H2O 80 + K2S2O3 + H2O 80 + K2SO3 + H2O 80 + K2CO3 + H2O a b c d r 1.2816 0.9430 1.0933 1.2283 1.5672 0.5226 0.6280 1.0799 0.0337 1.2872 25.8973 21.7405 18.6207 19.5749 34.6571 17.8991 18.1814 16.5930 8.5989 30.9587 95.49 81.37 56.73 61.79 147.01 71.7278 69.7187 48.4135 34.9879 128.5915 537.38 466.90 203.31 328.44 879.44 545.6585 472.2590 208.9651 339.6399 884.0047 0.0110 0.0149 0.0114 0.0109 0.0157 0.0126 0.0118 0.0120 0.0116 0.0144 Standard deviation (c) was calculated by means of equation (4). TABLE 9 Experimental tie–lines in mass percentage for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. Surfactant-rich phase 100 wI1 Inorganic salt-rich phase 100 wI2 100 wII1 100 wII2 TLL STL 14.19 15.62 12.61 45.66 50.17 35.92 3.98 3.61 4.32 13.37 15.05 16.55 35.03 51.03 47.35 4.07 3.86 3.36 19.29 22.45 24.59 29.10 41.36 51.96 3.29 2.69 2.49 13.62 18.27 15.54 34.38 57.35 49.53 4.36 3.50 4.04 12.88 15.46 17.45 36.54 45.28 51.98 4.55 3.65 3.28 11.17 9.99 12.01 33.35 20.46 45.01 4.66 4.87 4.49 11.07 14.04 12.77 18.08 35.74 26.27 4.39 3.61 3.75 16.92 15.54 19.00 34.01 21.30 51.58 3.50 3.81 3.47 12.30 13.19 14.24 17.11 28.61 36.83 3.70 4.01 3.84 10.48 11.33 9.47 38.37 46.68 23.48 4.88 4.64 4.79 Tween 20 + K3PO4 + H2O 44.63 48.67 36.33 3.05 2.22 4.50 0.35 0.32 1.34 35.19 49.71 45.44 5.01 2.26 3.12 1.18 0.32 0.06 30.18 39.21 48.33 10.84 8.04 5.24 2.34 0.44 0.10 35.74 55.18 48.66 5.93 2.50 3.65 2.23 0.05 0.58 35.87 43.67 49.72 5.03 3.50 2.28 0.18 0.00 0.00 33.63 23.02 44.42 4.18 5.87 2.22 1.02 2.98 0.49 20.30 34.62 26.29 7.06 4.50 6.00 2.67 0.18 0.91 35.24 23.81 50.39 7.58 10.14 4.73 2.55 3.21 0.82 18.19 28.57 36.41 7.83 6.26 4.96 1.67 0.81 0.76 38.30 45.89 25.14 2.78 1.50 4.67 0.71 0.26 2.15 Tween 20 + K2HPO4 + H2O Tween 20 + K2S2O3 + H2O Tween 20 + K2SO3 + H2O Tween 20 + K2CO3 + H2O Tween 80 + K3PO4 + H2O Tween 80 + K2HPO4 + H2O Tween 80 + K2S2O3 + H2O Tween 80 + K2SO3 + H2O Tween 80 + K2CO3 + H2O table 5, and it is clear that they follow the sequence: PO43 > CO32 P SO32, further confirming that trivalent anions present more interplays with water molecules than divalent anions. On the other hand, our present research line [1–3] focused on the characterization and application of surfactant-based ABS for the extraction of biomolecules with industrial interest, also seeks to analyse the effect of different monovalent cations (Na+ and K+) in the phase segregation of several non-ionic surfactants. Therefore, the influence of the cation can be noticed in figure 3, where a comparison with experimental data presented previously [1] for several sodium-based inorganic salts is performed. From the data presented, it is patently clear that sodium cation involves solubility curves closer to the origin, no matter the salt used. The greater immiscibility window correlates well with the behaviour expected from the Hofmeister series [17]. From the analysis of the Gibbs energy of hydration (DhydG), the values are presented in table 5, it seems clear that Na+ possesses a larger hydration shell, which provides a stronger salting out effect. This behaviour is in 156 M.S. Álvarez et al. / J. Chem. Thermodynamics 55 (2012) 151–158 60 40 40 20 20 100w1 100w1 60 0 0 10 20 30 0 10 20 30 X Data 40 20 20 100w1 100w1 40 0 0 10 20 30 10 20 30 40 100w2 100w1 40 20 0 0 10 20 30 40 100w2 FIGURE 4. Plot of experimental and correlated phase diagram and experimental tie-lines of {Tween 20 (1) + salt (2) + H2O (3)}: at T = 298.15 K. Void symbols represent experimental phase diagram, and full symbols represent tie-line data. (s), K3PO4; (h), K2HPO4; (r) K2CO3; (}), K2SO3; (4), K2S2O3. agreement with the data recently reported for other ABS made up with inorganic salts and polymers [18]. The experimental solubility data for the ten systems were fitted to different equations usually employed to model different types of ABS [9,10,19]: solubility data, in line with previous results reported for other surfactant-based ABS [3]. 3.2. Tie-lines and correlation ½Tw ¼ a expðb½Salt0:5 c½Salt3 Þ; ð1Þ The tie-line length, TLL was also calculated from the experimental values, using the following equation: ½Tw ¼ a þ b½Salt0:5 þ c½Salt þ d½Salt2 ; ð2Þ TLL ¼ ð3Þ where the equilibrium mass fraction of the surfactant (1) and the inorganic salt (2), in the surfactant-rich phase (I) and salt-rich phase (II), are represented. The TLL data obtained for each ternary system and the abovementioned parameters are given in table 9. The complete phase diagrams obtained for the ten ABS are presented in figures 4 and 5. Generally speaking, the value of the TLL increases as the salt concentration in the bottom phase is increased in all the ten ABS studied. The reason for this lies in the competition between the surfactant and the inorganic salt for the water molecules. Higher amounts of inorganic salt entail an increasingly structured salt-rich phase, which is translated in a promotion of the surfactant mass transfer between the bottom and upper phases. The slopes of the tie-lines (STL) obtained from the relationship between the top, bottom, and feed compositions of the TL are calculated as follows: ½Tw ¼ exp a þ b½Salt0:5 þ c½Salt þ d½Salt2 ; where [Tw] is the mass fraction of Tween surfactants, [Salt] is the mass fraction of potassium inorganic salts, and a, b, c, and d are fitting parameters. The standard deviations (r), were calculated by applying the following expression: r¼ 2 !1=2 PnDAT zexp zadjust i ; nDAT ð4Þ where the experimental and adjustable solubility data are represented by zexp and zadjust, respectively and nDAT is the number of experimental data points. All the values of the fitting parameters and standard deviations are listed in tables 6 to 8. From the deviation data, it is possible to conclude that equation (2) is able to reproduce satisfactorily the h wI1 wII1 2 2 i0:5 þ wI2 wII2 ; ð5Þ 157 M.S. Álvarez et al. / J. Chem. Thermodynamics 55 (2012) 151–158 60 40 40 100w 1 100w1 60 20 20 0 10 20 10 X Data 0 20 X Data 40 100w1 100w1 40 20 20 0 10 0 20 10 X Data 100w2 20 30 100w1 40 20 0 0 10 100w2 20 30 FIGURE 5. Plot of experimental and correlated phase diagram and experimental tie-lines of {Tween 80 (1) + salt (2) + H2O (3)}: at T = 298.15 K. Void symbols represent experimental phase diagram, and full symbols represent tie-line data. (s), K3PO4; (h), K2HPO4; (r), K2CO3; (}), K2SO3; (4), K2S2O3. STL ¼ wI1 wII1 ; wI2 wII2 ð6Þ where (1), (2), (I), and (II) have the same meaning as in the equation (5). The values of the STL are also presented in Table 9. The relative distribution of each surfactant and inorganic salt between the two water-rich layers in equilibrium is assessed through the TL data. The slope of the tie-lines generally increases for the systems containing the more hydrophobic surfactant Tween 80, which entails a higher segregation of the surfactant to the upper phase, in agreement with the trend observed in the behaviour of more hydrophobic ionic liquids [20]. In addition, the experimental TL data were fitted to OthmerTobias and Brancroft [21,22] correlations for each ABS system in order to determine the thermodynamic consistency of the experimental data: n 1 wI1 1 wII2 ¼ m ; wI1 wII2 ð7Þ II I r w3 w3 ¼ k ; wII2 wI1 ð8Þ where n, m, k, and r are the fitting parameters, w is the mass fraction, subscripts 1, 2, and 3 refer to surfactant, salt and water, respectively, and superscripts I and II indicate the surfactant-rich phase and saltrich phase, respectively. These correlations relate the TL mass concentration of the top phase with the bottom phase to obtain a linear function. The fitting parameters, and the standard deviations for the TL determined in the present work are shown in Tables 10 and 11. Generally speaking, the Othmer-Tobias model fits better to the experimental data than the Bancroft equation, since the correlation factor values were all very close to the unit, revealing a high degree of thermodynamic consistency of the related data. TABLE 10 Parameters of Othmer-Tobias equation and correlation coefficient (R2) for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween 20 + K3PO4 + H2O 20 + K2HPO4 + H2O 20 + K2S2O3 + H2O 20 + K2SO3 + H2O 20 + K2CO3 + H2O 80 + K3PO4 + H2O 80 + K2HPO4 + H2O 80 + K2S2O3 + H2O 80 + K2SO3 + H2O 80 + K2CO3 + H2O n m r 2.0419 1.4291 2.4757 2.2141 1.5903 4.7999 2.7358 4.7677 5.3282 4.5991 3.29 102 1.06 101 6.86 102 2.79 102 8.58 102 8.98 105 1.37 102 9.67 104 1.19 104 8.85 105 0.0077 0.0050 0.0015 0.0210 0.0085 0.0073 0.0092 0.0101 0.0125 0.0063 158 M.S. Álvarez et al. / J. Chem. Thermodynamics 55 (2012) 151–158 TABLE 11 Parameters of Bancroft equation and correlation coefficient (R2) for {Surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween 20 + K3PO4 + H2O 20 + K2HPO4 + H2O 20 + K2S2O3 + H2O 20 + K2SO3 + H2O 20 + K2CO3 + H2O 80 + K3PO4 + H2O 80 + K2HPO4 + H2O 80 + K2S2O3 + H2O 80 + K2SO3 + H2O 80 + K2CO3 + H2O k r r 6.0855 5.9199 3.5217 5.6622 5.6981 7.0197 4.9667 4.3247 5.5946 7.6853 0.3515 0.4257 0.2627 0.2811 0.4668 0.1903 0.3468 0.1882 0.1633 0.1932 0.0779 0.0772 0.0406 0.1478 0.0473 0.0237 0.0944 0.0902 0.0858 0.0162 4. Conclusions The solubility curves of non-ionic surfactants Tween 20 and Tween 80 in the presence of aqueous solutions of potassium salts were ascertained for the first time. Several known equations were used to suitably model the solubility data. The Othmer-Tobias and Bancroft equations were used for satisfactory correlation of the experimental tie line data. The Tween-based ABS is influenced by the size of the cation (Na+ > K+) as well as the valence of the anion (PO43 > HPO42 > CO32 > SO32 > S2O32), following the trend predicted by the Hofmeister series and the Gibbs energy of hydration. Acknowledgements F. J. Deive wishes to thank Xunta de Galicia for funding through a Isidro Parga Pondal Program. References [1] G. Ulloa, C. Coutens, M. Sánchez, J. Sineiro, A. Rodríguez, F.J. Deive, M.J. Núñez, J. Chem. Thermodyn. 47 (2012) 62–67. [2] G. Ulloa, C. Coutens, M. Sánchez, J. Sineiro, J. Fábregas, F.J. Deive, A. Rodríguez, M.J. Núñez, Green Chem. 14 (2012) 1044–1051. [3] M.S. Álvarez, F. Moscoso, A. Rodríguez, M.A. Sanromán, F.J. Deive, J. Chem. Thermodyn. 54 (2012) 385–392. [4] F.J. Deive, A. Rodríguez, A.B. Pereiro, J.M.M. Araújo, M.A. Longo, M.A.Z. Coelho, J.N. Canongia Lopes, J.M.S.S. Esperança, L.P.N. Rebelo, I.M. Marrucho, Green Chem. 13 (2011) 390–396. [5] S.P.M. Ventura, R.L.F. Barros, J.M.P. Barbosa, C.M.F. Soares, A.S. Lima, J.A.P. Coutinho, Green Chem. 14 (2012) 734–740. [6] M.G. Freire, C.M.S.S. Neves, I.M. Marrucho, J.N. Canongia Lopes, L.P.N. Rebelo, J.A.P. Coutinho, Green Chem. 12 (2010) 1715–1718. [7] L.F. Bautista, R. Sanz, M.C. Molina, N. González, D. Sánchez, Int. Biodeterior. Biodegrad. 63 (2009) 913–922. [8] M.A.O. da Silva, M.A.Z. Arruda, Talanta 77 (2009) 985–990. [9] J.C. Merchuk, B.A. Andrews, J.A. Asenjo, J. Chromatogr. B 711 (1998) 285–293. [10] J. Han, Y. Wang, C. Yu, Y. Li, W. Kang, Y. Yan, J. Chem. Thermodyn. 45 (2012) 59–67. [11] P.A. Albertsson, Aqueous Polymer-Phase Systems, John Wiley and Sons, New York, 1986. [12] C.M.S.S. Neves, S.P.M. Ventura, M.G. Freire, I.M. Marrucho, J.A.P. Coutinho, J. Phys. Chem. B 113 (2009) 5194–5199. [13] M.G. Freire, J.F.B. Pereira, M. Francisco, H. Rodríguez, L.P.N. Rebelo, R.D. Rogers, J.A.P. Coutinho, Chem. Eur. J. 18 (2012) 1831–1839. [14] H. Rodríguez, M. Francisco, M. Rahman, N. Sun, R.D. Rogers, Phys. Chem. Chem. Phys. 11 (2009) 10916–10922. [15] Z. Yang, J. Biotechnol. 144 (2012) 12–22. [16] Y. Marcus, J. Chem. Soc. Faraday Trans. 87 (1991) 2995–2999. [17] W. Kunz, J. Henle, B. Ninham, Curr. Opin. Colloid Interface Sci. 9 (2004) 19–37. [18] S.C. Silverio, O. Rodríguez, J.A. Teixeira, E.A. Macedo, J. Chem. Eng. Data 55 (2010) 1285–1288. [19] F.J. Deive, A. Rodríguez, I.M. Marrucho, L.P.N. Rebelo, J. Chem. Thermodyn. 43 (2011) 1565–1572. [20] F.J. Deive, M.A. Rivas, A. Rodríguez, J. Chem. Thermodyn. 43 (2011) 1153–1158. [21] D.F. Othmer, P.E. Tobias, Ind. Eng. Chem. 34 (1942) 693–696. [22] Z. Li, Y. Pei, L. Liu, J. Wang, J. Chem. Thermodyn. 42 (2010) 932–937. JCT 12-288 ANNEX 9 NOVEL PHYSICO-BIOLOGICAL TREATMENT FOR THE REMEDIATION OF TEXTILE DYES- CONTAINING INDUSTRIAL EFFLUENTS (BIORESOURCE TECHNOLOGY, 2013, 146: 689695. Bioresource Technology 146 (2013) 689–695 Contents lists available at ScienceDirect Bioresource Technology journal homepage: www.elsevier.com/locate/biortech Novel physico-biological treatment for the remediation of textile dyes-containing industrial effluents M.S. Álvarez, F. Moscoso, A. Rodríguez, M.A. Sanromán, F.J. Deive ⇑ Department of Chemical Engineering, University of Vigo, 36310 Vigo, Spain h i g h l i g h t s g r a p h i c a l a b s t r a c t First anthraquinone and azo dye aerobic degradation by an anaerobic thermophile. About 60% biodegradation is attained after 12 h of cultivation of A. flavithermus. The organic salt potassium citrate proved to be an effective salting out agent. Coupling a secondary Tween-based ABS led to remediation values higher than 99%. a r t i c l e i n f o Article history: Received 4 June 2013 Received in revised form 27 July 2013 Accepted 29 July 2013 Available online 6 August 2013 Keywords: Remediation Anoxybacillus flavithermus Reactive Black 5 Acid Black 48 Aqueous biphasic systems a b s t r a c t In this work, a novel remediation strategy consisting of a sequential biological and physical process is proposed to remove dyes from a textile polluted effluent. The decolorization ability of Anoxybacillus flavithermus in an aqueous effluent containing two representative textile finishing dyes (Reactive Black 5 and Acid Black 48, as di-azo and antraquinone class, respectively) was proved. The decolorization efficiency for a mixture of both dyes reached almost 60% in less than 12 h, which points out the suitability of the selected microorganism. In a sequential stage, an aqueous biphasic system consisting of non-ionic surfactants and a potassium-based organic salt, acting as the salting out agent, was investigated. The phase segregation potential of the selected salts was evaluated in the light of different thermodynamic models, and remediation levels higher than 99% were reached. Ó 2013 Elsevier Ltd. All rights reserved. 1. Introduction One of the challenges faced by environmentalists focuses on the search of efficient wastewater treatments for industrial effluents containing persistent organic pollutants. More specifically, in the textile industry process water accounts for more than 90% of the total water used and contains a mixture of different pollutants such as, surfactants, acids or bases, heavy metals, salts, suspended solids, and dyes (Zaharia and Suteu, 2013). Each year more than 7 107 tons of dyestuff are produced worldwide, which is ⇑ Corresponding author. Address: Department of Chemical Engineering, Lagoas Marcosende s/n, 36310 Vigo, Spain. Tel.: +34 986 818723; fax: +34 986 812380. E-mail address: [email protected] (F.J. Deive). 0960-8524/$ - see front matter Ó 2013 Elsevier Ltd. All rights reserved. http://dx.doi.org/10.1016/j.biortech.2013.07.137 translated in the production of 30,000–150,000 tons of dyes discharged into receiving watercourses (Anjaneya et al., 2011). These compounds represent an environmental and health threat due to their well-known problems such as carcinogenicity, toxicity and mutagenicity (Mansour et al., 2011). Furthermore, they entail a great environmental impact when discharged in aquatic environments, due to the reduced light penetration which hinders a proper photosynthetic activity. The environmental effects of dyes are strongly influenced by the chemical structure of the chromophoric group. Thus, dyes can be classified as polymeric, azo, anthraquinone, triphenylmethane and heterocyclic. The most frequently used groups of dyes in textile finishing are azo and anthraquinone, due to their superior fixing quality, endurance against microbial degradation, and high photolytic stability (Forss and Welander, 2011). 690 M.S. Álvarez et al. / Bioresource Technology 146 (2013) 689–695 Therefore, the typical environmental quality parameters representing this kind of effluents are usually higher than the maximum allowable limits (i.e., total organic carbon–TOC, chemical oxygen demand – COD, biochemical oxygen demand – BOD, total dissolved solids, turbidity, etc.). The presence of this contaminant charge makes it necessary to explore different technologies such as physical, biological and chemical methods. Thus, coagulation–flocculation (Ramesh Babu et al., 2007), electrochemical (Iglesias et al., 2013), adsorption on activated carbon or other adsorptive materials (Vecino et al., 2013; Devesa-Rey et al., 2011; Zahid and El-Shafai, 2011) are recent remediation strategies followed by different authors. Very often the use of a single method does not allow reaching the standard quality requirements, so the combination of different alternatives is sometimes proposed, such as the combination of electrochemical and advanced chemical oxidation (Rosales et al., 2012), surfactant-based washing and coagulation (López-Vizcaino et al., 2012) and oxidation with ozone and aerobic biodegradation (Russo et al., 2012). In this work, we explore a new strategy combining biological dye decolorization followed by a surfactant-based aqueous biphasic system separation. Biological methods possess inherent advantages such as a positive social perception, a low process economy and an easy industrial implementation. In this particular case, many effluents from textile industry are at moderately high temperatures, so the operation with thermophilic microorganisms could be a viable alternative to tackle their biodegradation. Furthermore, the use of thermophiles involves reduced cooling costs, increased solubility of most compounds (except gasses), decreased viscosity and a lower risk of contamination (Deive et al., 2012). Moreover, the presence of surfactants and salts in the wastewater outfall made us to hypothesize the possible suitability of coupling a surfactant-based aqueous biphasic system as an extraction process after the biological stage. Dye extraction by means of aqueous biphasic systems (ABS) can be considered an appealing alternative since this technique has been recently proved to be an economical and efficient method for the separation of biomolecules (Luechau et al., 2009; Deive et al., 2011; Ulloa et al., 2012), metal ions (Bulgariu and Bulgariu, 2008), and drug molecules (Mokhtarani et al., 2008). The attractiveness of this technique lies in the reduction of the utilities requirements, in a rapid phase disengagement and in an easy scale-up process (Martins et al., 2010; Zafarani-Moattar and Hamzehzadeh, 2010, 2011). Phase splitting can be achieved by combining two hydrophilic polymers, a polymer and a salt, or two salts in aqueous solutions above a certain critical concentration. The composition of the two phases is the result of a complex competition between the polymers or salts for the water molecules and specific interactions between polymers and salts (Albertsson, 1986). In this study, we have screened distinct organic salts to choose the most suitable one for promoting phase disengagement in aqueous solutions containing model dyes and non-ionic surfactants Tween 20 and Tween 80. This step is crucial for the development of an efficient extraction method to remove dyes from textile industrial effluents. This stage will be included in the treatment train proposed after the biological decolorization process using a thermophilic microorganism recently isolated from a Galician hot-spring. 2. Methods 2.1. Chemicals The dyes and non-ionic surfactants Tween 20 and Tween 80, belonging to the polyethoxylated sorbitan family, monosubstituted with a laurate and an oleate moiety, respectively, have been purchased from Sigma–Aldrich. Potasium citrate (K3C6H5O7H2O), potassium tartrate (K2C4H4O60.5H2O), potassium oxalate (K2C2O4H2O) were the organic salts employed for phase segregation. All chemicals used were at least, reagent grade or better and were supplied by Sigma–Aldrich. 2.2. Microorganism The microorganism Anoxybacillus flavithermus was isolated by the 13-streak plate method from a Galician hot spring (Lobios, province of Ourense, Spain), as previously reported (Deive et al., 2010). 2.3. Culture conditions Basal medium for plates cultures was composed of (g L1, in distilled water): eight trypticase, four yeast extract, three sodium chloride, and 20 agar. In all cases, the pH was adjusted to 7.5 and the plates were incubated at 65 °C for 4 days. Submerged aerobic cultures were carried out in 250 mL Erlenmeyer flasks with 50 mL of a basal medium without agar. 0.07 g L1 of dyes (RB5 and AB48) when used independently and 0.05 and 0.04 g L1 when mixed (RB5 and AB48, respectively) were sterilized by filtration through a 20 lm filter prior to the addition to the autoclaved medium (121 °C and 20 min), in order to avoid any possible alteration of the chemical structure of the dye. The selected dye concentrations are based on previous results of the group (Deive et al., 2010). The flasks were inoculated (3%) with previously obtained cell pellets, which were then incubated in an orbital shaker (Innova 44, New Brunswick Scientific,) at 65 °C and 100 rpm. 2.4. Culture sample preparation and decolorization analysis Cells were harvested by centrifugation (10 min, 5000g), and the supernatant was reserved for decolorization analysis. Decolorization was measured spectrophotometrically (Unicam Helios b, Thermo Electron Corp.) from 300 to 750 nm, calculated by measuring the area under the plot and expressed in terms of percentage. D ð% removalÞ ¼ ðIi If Þ 100=Ii ð1Þ where Ii and If are initial and final area of the dye solution, respectively (Rodríguez Couto et al., 2005). Each decolorization value was the mean of two parallel experiments that were run for 4 days. Abiotic controls (without microorganism) were always included. The assays were done in duplicate, and the experimental error was less than 3%. 2.5. Identification of degradation products After the biological process, the cells were removed by centrifugation at 10,000g for 10 min. Vacuum (101 Pa) and moderate temperature (323 K) conditions were applied to a supernatant aliquot for several days in order to reduce the water content. Afterward, the sample was dried under nitrogen and the degradation compounds were extracted with ethyl acetate to be analyzed by GCMS analysis. 1 lL of this organic phase was analyzed using a Focus GC Thermo Finnigan gas chromatograph equipped with a TR-5MS capillary column (30 m 0.25 mm i.d. 0.25 lm film thickness, Thermo Electron Corporation), operating with hydrogen carrier gas, coupled to a mass spectrometer (MS). The GC injector was operated in splitless mode. GC oven was programmed to hold at 80 °C for 1 min, then raise the temperature by 12 °C/min to 250 °C, which 691 M.S. Álvarez et al. / Bioresource Technology 146 (2013) 689–695 was held for 5 min. Degradation products were identified by comparison with the NISTS search 2.0 database of spectra. 2.6. Cell growth determination Biomass concentration was measured by turbidimetry at 600 nm in the above mentioned spectrophotometer, and the obtained values were converted to grams of cell dry weight per liter using a calibration curve. 2.7. Aqueous biphasic systems The phase diagrams of the ABS were carried out by means of the cloud point titration method (Albertsson, 1986). A known amount of the selected organic salt was added to the different surfactantbased aqueous solutions until the detection of turbidity, followed by the drop-wise addition of ultra-pure water until a clear monophasic region was achieved. The system was always operating under constant stirring. The ternary system compositions were determined by the weight quantitation of all components within an uncertainty of ±104 g. The temperature was controlled with a F200 ASL digital thermometer with an uncertainty of ±0.01 K. The tie-lines (TLs) determination started with the addition of a potassium-based organic salt (citrate, oxalate and tartrate) to an aqueous solution of Tween 20 or Tween 80, up to achieve a point within the immiscibility region. The mixture was left to settle for 24 h to ensure a complete separation of the layers, after a vigorous stirring at room temperature. The TLs data were determined by solving a system of four equations: two of them consider the relationship between the upper phase and the overall system mass composition by means of the lever arm rule and the others are based on a correlation expression (Eq. (6)) for top and bottom phases. 2.8. Mathematical modeling The SOLVER function in Microsoft EXCEL was used to adjust the parameters so that the standard deviations were minimized. The standard deviations (r), were calculated by applying the following expression: r¼ PnDAT i ðzexp zadjust Þ2 nDAT !1=2 ð2Þ facultative anaerobic strain was the one leading to the most promising results. Based on these results, the viability of A. flavithermus to decolorize an aqueous effluent containing a di-azo (RB5) and anthraquinone (AB48) class of dyes, both independently and mixed, is mandatory. The experimental data of cell concentration and degradation are presented in Fig. 1. Additionally, one of the useful means to get a better characterization of microbial process is by describing the quantitative relationships between the selected outputs (cell concentration or dye decolorization) and the independent variables (time of cultivation). Therefore, a logistic model commonly used in other decolorization processes was proposed to fit the experimental data (Deive et al., 2010): X h max X¼ Ln 1þe X max 1 X0 lt ð3Þ i where X is the biomass (g L1) at a specific moment of the culture time t (h), X0 and Xmax (g L1) are the initial and maximum biomass concentrations and l the maximum specific growth rate (h1). D h max D¼ 1þe Ln Dmax 1 D0 lD t ð4Þ i where D is the dye decolorization (%) at a specific moment of the culture time (t), D0 and Dmax the initial and maximum dye decolorization percentage, and lD the specific degradation rate. The model was validated by analyzing the difference between the theoretical and experimental values, in terms of the correlation coefficient R2. All the model parameters obtained are collected in Table 1. From the values of the correlation coefficients (R2 > 0.9 for all cases) and the data depicted in Fig. 1, it is possible to conclude that the logistic model is able to suitably describe the experimental data. In general terms, it seems that the operation in the presence of the model dyes RB5 and AB48 (both independently and mixed) does not entail drastic alterations in the biomass profiles. On the contrary, the analysis of the decolorization percentages indicates that the anthraquinone dye AB48 presents a higher recalcitrance since the maximum attained is less than 30% lower than that reached for the cultures with RB5 (57.2% vs. 83.8%). It is also remarkable that the presence of the di-azo dye RB5 in the mixture involves a drastic increase in the specific degradation rate (20 times), notwithstanding the maximum attained is almost identical. The reason for this behavior can be found in the data obtained for the biological processes in the presence of one single dye. Thus, where zexp and zadjust are the experimental and adjustable solubility data, respectively and nDAT is the number of experimental data. 1.2 80 0.8 40 0.4 Decolorization (%) 60 -1 All the measurements were performed in triplicate and the data are presented as mean ± standard deviation (SD) values. Additionally, the dyes extraction (RB5, AB48 and mixture) through surfactant-based ABS and biological degradation was analyzed by oneway ANOVA, applied to found mean values. Statistical software SPSS ver.15 was used. Cell Concentration (g L ) 2.9. Statistical analysis 20 3. Results and discussion 0.0 3.1. Biological decolorization 0 60 120 0 180 Time (h) In previous experiments of our group (Deive et al., 2010), a screening of bacteria with the ability of degrading several structurally different dyes such as Poly R-478, Methyl Orange, Lissamine Green B and Reactive Black 5 was carried out. Both aerobic and anaerobic strains were detected, but we have observed that a Fig. 1. Biomass concentration and dye decolorization in flask cultures of A. flavithermus containing dyes: (s) cell concentration, (4) decolorization. Void symbols represent AB48, and full symbols represent the mixture (AB48 and RB5). Experimental data are denoted by symbols and the fittings to logistic models are denoted by solid lines. 692 M.S. Álvarez et al. / Bioresource Technology 146 (2013) 689–695 Table 1 Parameters defining the logistic model that characterizes the growth and the decolorization of A. flavithermus in flask cultures. Dye X0 (g L1) Xmax (g L1) lm (h1) R2 D0 (% Rem) Dmax (% Rem) lD (h1) R2 AB48 RB5 Dye mixture 0.08 0.06 0.14 0.67 0.53 0.61 0.305 0.360 0.211 0.91 0.97 0.93 5.3 2.9 0.6 57.2 83.8 57.4 0.030 0.590 0.571 0.95 0.99 0.95 while the specific degradation rate for AB48 is 0.030 h1, the value obtained for the culture in the presence of RB5 is 0.590 h1, which points to an easier metabolisation of the latter. Therefore, the introduction of RB5 eases the cometabolization of AB48. Previous works have also pointed out the higher endurance of anthraquinone dyes to be decolorized, may be due to their higher water solubility and greater stability of chromogenic groups (Panswad and Luangdilok, 2000). Also, the results obtained in this work are more promising than those recently reported by Hadibarata et al. (2012), who concluded that 24 h were necessary to lower or similar levels of decolorization for an azo and an anthraquinone dye (40% and 60%). It should be noted that these experiments were carried out in the presence of only one single contaminant, instead of a mixture of an azo and an anthraquinone class of dyes. The statistical analysis of the experimental data (ANOVA) revealed significant differences in the biological remediation depending on the targeted dye (P < 0.001) while the ABS seems to be a more versatile remediation method, since there are not significant differences between them (P = 0.025). After demonstrating the decolorization potential, a deeper analysis of the UV spectra was tackled, as a way to elucidate the true nature of the decolorization. From the obtained spectra of RB5, it becomes patent the presence of one band with maximum absorption at 590 nm and another band at 399 nm. The former is responsible for the dark blue color arising from aromatic rings connected by azo groups and the latter can be associated with ‘‘benzene-like’’ structures in the molecule, as indicated by Enayatizamir et al. (2011). After 6 h, which corresponds to the exponential growth phase, a great reduction in the band at 590 nm is recorded, as a consequence of the cleavage of the azo group. However, the band at 399 nm does not show a significant reduction, but a slight increase, probably due to the formation of quinone or benzene rings with substitution groups, in line with the results pointed by Enayatimazir et al. (2011) when studying RB5 degradation by the immobilized fungus Phanerochaete chrysosporium. On the other hand, the analysis of the evolution in the UV visible spectra of AB48 along the cultivation time led to analogous conclusions in relation to the chromophoric group, since a clear reduction is recorded in the band at 642 nm. Similarly, the small band at 487 nm is also reduced. The observed reduction could be due to both adsorption/biosorption or biodegradation. Therefore, the analyses of absorbance data between peaks could shed light on the true decolorization patterns, as recently pointed out by Mitter and Corso (2013) for the degradation of AB48. The relative absorbances of each peaks for RB5 and AB48 (A590/A399 for RB5 and A642/A487 for AB48) led to the conclusion that true biodegradation is occurring for both azo and anthraquinone dyes. The identification of some benzene-like structures in the UV spectra is the basis to hypothesize that the use of GCMS data could serve our goal to get further insight in the degradation products. Thus, the presence of 1,4-Naphthoquinone (RT (retention time) 11.34 min) and 1,4-benzenodiamine N, N dimethyl (RT 8.29 min) in cultures of AB48 and benzoic acids (RT 8.6 min) and 4-ethylphenol (RT 10.69 min) in cultures of RB5 confirms our hypothesis of the existence of a true degradation process. 3.2. Selection of a suitable phase segregation agent The second step of the work consisted in analyzing the effect of different potassium based organic salts as segregation agents in aqueous solutions of the non-ionic surfactants Tween 80 and Tween 20. To our knowledge, there is no information in the literature related to the application of surfactant-based ABS to extract this kind of synthetic dyes. Very often, the use of high charge density inorganic salts has led to efficient phase splitting. However, high concentrations of inorganic salts are not desirable in the effluent streams due to environmental problems, and the use of more biocompatible species such as biodegradable organic salts can be the best bet to reach a compromise between separation efficiency and environmental sustainability. On the other hand, the presence of surfactants in real polluted effluents made us to select a commonly used family such as polyoxyethylene sorbitan fatty esters as representative tensoactive compounds, since they have been reported to be biodegradable (Bautista et al., 2009). The experimental binodal curves for the ternary mixtures of the systems composed of (Tween 20 or Tween 80) + potassium-organic 0.06 0.06 (b) 0.04 0.04 0.02 0.02 0.00 0.00 0.03 0.06 100 w2 / M2 (mol/g) 0.09 0.00 0.03 0.06 0.09 100w1 / M1(mol/g) 100 w1 / M1(mol/g) (a) 0.00 0.12 100 w2 / M2(mol/g) Fig. 2. Ternary phase diagrams for ABS composed of organic salts: (s) potassium citrate, (h) potassium tartrate, and (4) potassium oxalate. (a) Tween 80 and (b) tween 20. Symbols represent experimental data and solid lines represent the fittings to correlation Eq. (6). 693 M.S. Álvarez et al. / Bioresource Technology 146 (2013) 689–695 Table 2 Correlation parameters and standard deviations of the studied systems for Eqs. (5)–(7). a b 1.0992 2.3694 0.7346 1.8082 2.2680 1.4505 Tween Tween Tween Tween Tween Tween 80 + K3C6H5O7 + H2O 80 + K2C4H4O6 + H2O 80 + K2C2O4 + H2O 20 + K3C6H5O7 + H2O 20 + K2C4H4O6 + H2O 20 + K2C2O4 + H2O 0.6245 0.9140 0.5646 0.7363 0.7879 0.6632 80 + K3C6H5O7 + H2O 80 + K2C4H4O6 + H2O 80 + K2C2O4 + H2O 20 + K3C6H5O7 + H2O 20 + K2C4H4O6 + H2O 20 + K2C2O4 + H2O d 0.6891 1.16824 0.7569 1.0711 0.8588 0.8177 e Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween 80 + K3C6H5O7 + H2O 80 + K2C4H4O6 + H2O 80 + K2C2O4 + H2O 20 + K3C6H5O7 + H2O 20 + K2C4H4O6 + H2O 20 + K2C2O4 + H2O h 1.8332 1.1518 1.4378 4.2920 3.7563 1.1866 i 30.48 17.67 23.99 47.87 40.87 20.23 c r 730 588 137 393 315 790 0.0163 0.0084 0.0130 0.0130 0.0102 0.0118 f 0.9706 3.1756 0.8100 3.7285 1.8009 1.3059 salt + H2O are plotted in Fig. 2. Different models were employed for correlating the experimental solubility data (Álvarez et al., 2012a): 0:5 w1 ¼ a exp bw2 cw32 ð5Þ 2 w1 ¼ d þ ew0:5 2 þ fw2 þ gw2 ð6Þ 2 0:5 w1 ¼ exp h þ iw2 þ jw þ kw2 ð7Þ where w1 is the mass fraction of surfactants, w2 is the mass fraction of organic salts, and a, b, c, d, e, f, g, h, i, j and k are fitting parameters All the values of the fitting parameters and standard deviations are listed in Table 2. From the deviation results it is possible to state that Equation (6) leads to lower deviations, in line with previous results reported for other surfactant-based ABS (Álvarez et al., 2012a,b). A visual inspection of the experimental curves indicates that it is possible to analyze the role of the selected potassium salts as phase promoters in aqueous solutions of Tween 20 and Tween 80 from the point of view of the multivalent nature of the organic anion. Thus, potassium citrate is the salt showing a stronger ability to form an immiscible area in the presence of the aqueous-surfactants mixtures. This trend indicates that the anions with higher valence (C6H5O7)3 possess a stronger salting-out effect than divalent anions, due to they are able to be hydrated by more water molecules (Freire et al., 2012). In general terms, the ability of potassium-based salts to salt-out the selected surfactants from the aqueous solution could be expressed by the following trend: citrate > tartrate > oxalate. This salt-rank effect follows the Hofmeister series, which order ions according to their water structuring capacity. In this sense, it is possible to conclude that oxalate is the ion with the weakest interactions with water, thus leading to a smaller biphasic region. It is also interesting to note that the observed sequence is the same for both surfactants, which confirms the observed behavior. The segregation ability can be analyzed attending to statistical geometry methods developed by Guan et al. (1993), which is based on a random distribution of molecules species in a solution, considering that every system composition on the binodal is a geometrically saturated solution of one solute in the presence of another. Therefore, the Effective Excluded Volume (EEV) was studied by using the following equation: r g 0.0978 1.0580 3.2850 5.3983 0.2853 1.5895 14.5578 2.75912 5.13842 15.0346 3.8307 4.7615 j 102.5 53.99 81.71 129.6 105.4 65.09 0.0041 0.0067 0.0062 0.0039 0.0050 0.0055 r k 395.4 239.2 419.5 335.3 262.9 296.2 0.0142 0.0085 0.0148 0.0113 0.0095 0.0130 Table 3 EEV parameters and volumetric fraction (f213) of the ternary mixtures obtained from Eq. (8). Tween Tween Tween Tween Tween Tween 80 + K3C6H5O7 + H2O 80 + K2C4H4O6 + H2O 80 + K2C2O4 + H2O 20 + K3C6H5O7 + H2O 20 + K2C4H4O6 + H2O 20 + K2C2O4 + H2O 103 V 231 (g mol1) f213 r 0.0950 0.0119 0.0058 0.0655 0.0058 0.0031 0.9519 0.9920 0.9960 0.9623 0.9957 0.9976 0.0655 0.1103 0.1305 0.0765 0.1795 0.1519 w2 w1 ln V 213 þ f213 þ V 213 ¼0 M2 M1 ð8Þ where V 213 is the scaled EEV of the salt, f213 is the volume fraction of unfilled effective available volume after tight packaging of salt molecules into the network of surfactant molecules in aqueous solutions, which includes the influence of the size of the water molecules, M1, and M2 are the molar mass of surfactant and potassium-based organic salt, respectively. The values of the obtained parameters and standard deviations are presented in Table 3, and allow confirming the salting out potential observed in Fig. 2, since the more water structuring potassium citrate presents the higher values of EEV, no matter the surfactant employed. In the same line, potassium oxalate is the salt leading to the lowest EEV values, in agreement with its smallest immiscibility region. 3.3. Treatment train combining biodegradation and ABS After having demonstrated the suitable phase segregation of potassium citrate, the next step included the investigation of its extraction capacity, in comparison with the rest of the selected organic salts. Since Tween 20 is the non-ionic surfactant allowing more suitable phase splitting, a greater interaction with the selected class of dyes is expected. One of the valuable tools to elucidate the effectiveness of a separation process is the extraction capacity: E ð%Þ ¼ Tween 20 mi 100 mi ð9Þ where miTween 20 and mi are the dye (RB5 and AB48) mass content in the upper phase and the total contaminant mass content, respectively. 694 M.S. Álvarez et al. / Bioresource Technology 146 (2013) 689–695 Table 4 Experimental tie-lines (TLLs) in mass percentage for the studied systems. Surfactant-rich phase Organic salt-rich phase 100w1 100w1 100w2 100w2 TLL Table 5 Treatment train of the proposed remediation process. E% Tween 20 + K3H5C6O7 + H2O + RB5 47.84 4.68 1.38 55.26 2.43 0.32 61.26 1.04 0.06 20.06 22.69 24.99 48.95 58.57 65.72 3.02 2.71 2.55 97.1 99.6 99.9 Tween 20 + K2H4C4O6 + H2O + RB5 46.52 4.73 1.79 52.73 3.01 0.49 55.39 2.36 0.14 20.60 23.30 25.39 47.46 56.04 59.85 2.82 2.57 2.40 95.4 99.6 99.9 Tween 20 + K2C2O4 + H2O + RB5 47.15 4.01 1.79 54.29 1.83 0.32 59.85 0.51 0.08 15.67 18.16 19.75 46.83 56.39 62.79 3.89 3.30 3.11 93.2 99.7 99.8 Tween 20 + K3H5C6O7 + H2O + AB48 49.24 4.24 1.24 55.51 2.36 0.33 58.63 1.57 0.10 20.27 22.62 24.46 50.60 58.78 62.85 2.99 2.72 2.56 97.7 99.3 99.9 Tween 20 + K2H4C4O6 + H2O + AB48 47.73 4.38 2.03 51.25 3.40 0.57 56.83 2.05 0.20 20.30 23.01 24.89 48.39 54.34 61.07 2.87 2.58 2.48 92.9 99.3 99.5 Tween 20 + K2C2O4 + H2O + AB48 49.65 3.27 0.97 56.37 1.24 0.21 58.55 0.75 0.05 16.63 18.64 20.29 50.48 58.78 61.68 3.64 3.23 2.99 96.9 97.2 99.7 Tween 20 + K3H5C6O7 + H2O + Mixture AB48 and RB5 42.63 6.23 1.43 19.99 43.45 51.11 3.66 0.36 22.47 54.12 54.93 2.52 0.09 24.60 59.12 2.99 2.69 2.48 96.7 98.8 99.8 Besides, the separation efficiency at laboratory scale was also ascertained by means of useful parameters such as the tie-line length, TLL, and the slope of the TL data, S. These parameters indicate the relative distribution of the surfactant and the organic salt between the two segregated aqueous phases. These values were calculated by applying the following equations to the experimental data: 2 2 0:5 TLL ¼ f wTw20 wsalt þ ðwTw20 wsalt 1 1 2 2 Þ g S¼ 20 wTw wsalt 1 1 Tw 20 w2 wsalt 2 Dye Remediation percentage Biological treatment (%) ABS (%) Total (%) RB5 AB48 Dyes mixture 83.8 57.2 57.4 99.8 99.0 99.5 99.97 99.57 99.79 S ð10Þ ð11Þ where the equilibrium mass percentage of Tween 20 (w1) and organic salt (w2), in the surfactant-rich phase (Tw 20) and salt-rich phase (salt), are represented. The data shown in Table 4 reveal that extremely high separation percentages (>93%) can be obtained, no matter the organic salt and dye employed. Besides, a slight increase in the extraction capacity is recorded when the TLL is higher, similar to the findings reported by Gonçalves Lacerda et al. (2009). Total remediation percentage and biological remediation are referred to the initial amount of dye, while ABS remediation values are referred to the concentration existing in the biotreated effluent. Therefore, it becomes patent that the use of potassium citrate entails not only an efficient contaminant extraction, but also the stronger salting out capacity. These facts made us to bet in this organic salt to approach the final remediation step with the biologically treated effluent. The final stage of this work consisted of implementing a treatment train consisting of a biodegradation step followed by an ABS (Tween 20 + potassium citrate) to extract the non-degraded contaminant charge. The remediation percentages obtained for each stage are listed in Table 5. A visual inspection of the results indicates that the proposed remediation strategy is valid not only for single contaminants but also for a mixture of them. Besides, the versatility of the technique allows treating both anthraquinone and dia-azo dyes with efficiencies close to 100%. The flowsheet proposed can be visualized in Fig. 3. These remediation levels indicate that the efficiency of the proposed strategy is quite higher than recent works tackling different treatments for the remediation of persistent organic contaminants (López-Vizcaino et al., 2012; Russo et al., 2012). More specifically, Srinivasan et al. (2011) also reported the suitability of a hybrid technique based on a sequential sonolysis and biodegradation strategy for the remediation of another azo dye (Tectilon Yellow 2G), since they were able to increase the decolorization efficiency from 46% to 66%. 4. Conclusion The anthraquinone and di-azo dye remediation strategy proposed in this work is based on the combination of two treatments based on the biological and physical removal of contaminants. The first step consisted of a dye biodegradation process by means of a thermophilic bacterium isolated from a northwestern Spain hot spring, and allowed achieving circa 60% degradation in less than 12 h for AB48 and a mixture of AB48 and RB5. By coupling ABS as a second step a total remediation yield higher than 99% is achieved, which confirms the suitability of this hybrid strategy to remediate textile dyes-polluted effluents. Fig. 3. Flowsheet of the proposed process. M.S. Álvarez et al. / Bioresource Technology 146 (2013) 689–695 Acknowledgements This project was funded by the Spanish Ministry of Science and Innovation (CTQ2008-03059/PPQ). Francisco J. Deive wants to thank Xunta de Galicia for funding through an Isidro Parga Pondal contract. References Albertsson, P.A., 1986. Partitioning of Cell Particles and Macromolecules. John Wiley and Sons, New York. Álvarez, M.S., Moscoso, F., Rodríguez, A., Sanromán, M.A., Deive, F.J., 2012a. 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Degradation of tectilon yellow 2 G by hybrid technique: combination of sonolysis and biodegradation using mutant Pseudomonas putida. Bioresour. Technol. 102, 2242–2247. Ulloa, G., Coutens, C., Sánchez, M., Sineiro, J., Fábregas, J., Deive, F.J., Rodríguez, A., Núñez, M.J., 2012. On the double role of surfactants as microalga cell lysis agents and antioxidants extractants. Green Chem. 14, 1044–1051. Vecino, X., Devesa-Rey, R., Cruz, J.M., Moldes, A.B., 2013. Entrapped peat in alginate beads as green adsorbent for the elimination of dye compounds from vinasses. Water Air Soil Pollut. 224, 1448–1458. Zafarani-Moattar, M.T., Hamzehzadeh, S., 2010. Salting-out effect, preferential exclusion, and phase separation in aqueous solutions of chaotropic watermiscible ionic liquids and kosmotropic salts: effects of temperature, anions, and cations. J. Chem. Eng. Data 55, 1598–1610. Zafarani-Moattar, M.T., Hamzehzadeh, S., 2011. Partitioning of amino acids in the aqueous biphasic system containing the water-miscible ionic liquid 1-butyl-3methylimidazolium bromide and the water-structuring salt potassium citrate. Biotechnol. Prog. 27, 986–997. Zaharia, C., Suteu, D., 2013. Coal fly ash as adsorptive material for treatment of a real textile effluent: operating parameters and treatment efficiency. Environ. Sci. Pollut. Res. 20, 2226–2235. Zahid, W.M., El-Shafai, S.A., 2011. Use of cloth-media filter for membrane bioreactor treating municipal wastewater. Bioresour. Technol. 102, 2193–2198. ANNEX 10 HYBRID SEQUENTIAL TREATMENT OF AROMATIC HYDROCARBONS-POLLUTED EFFLUENTS USING NON-IONIC SURFACTANTS AS SOLUBILIZERS AND EXTRACTANTS (BIORESOURCE TECHNOLOGY, 2014, 162: 259-265). Bioresource Technology 162 (2014) 259–265 Contents lists available at ScienceDirect Bioresource Technology journal homepage: www.elsevier.com/locate/biortech Hybrid sequential treatment of aromatic hydrocarbon-polluted effluents using non-ionic surfactants as solubilizers and extractants M.S. Álvarez a, F. Moscoso a,b, A. Rodríguez a, M.A. Sanromán a, F.J. Deive a,⇑ a b Department of Chemical Engineering, Universidade de Vigo, 36310 Vigo, Spain Instituto de Tecnología Química e Biológica, Universidade Nova de Lisboa, 2780-256 Oeiras, Portugal h i g h l i g h t s Physico-biological treatment based on ATPS led to very high remediation levels. Treatment train was able to remove more than 97% of PAHs. The organic salt potassium citrate proved to be an effective salting out agent. Concomitant use of non-ionic surfactants as solubilizers and extractants. a r t i c l e i n f o Article history: Received 6 February 2014 Received in revised form 25 March 2014 Accepted 28 March 2014 Available online 5 April 2014 Keywords: Effluent treatment Phenanthrene Pyrene Benzoanthracene ATPS a b s t r a c t A treatment train combining a biological and a physical approach was investigated for the first time in order to remediate polycyclic aromatic hydrocarbons (PAHs)-polluted effluents. Given the hydrophobic nature of these contaminants, the presence of non-ionic surfactants is compulsory to allow their bioavailability. The presence of these surfactants also entails an advantage in order to ease contaminant removal by the formation of aqueous two-phase systems (ATPS). The segregation ability of environmentally benign salts such as potassium tartrate, citrate, and oxalate was discussed for extracting phenanthrene (PHE), pyrene (PYR), and benzo[a]anthracene (BaA). The biological remediation efficiency reached circa 60% for PHE and PYR, and more than 80% for BaA. The coupling of ATPS subsequent stage by using potassium citrate allowed increasing the total PAH remediation yields higher than 97% of PAH removal. The viability of the proposed solution was investigated at industrial scale by using the software tool SuperPro Designer. Ó 2014 Elsevier Ltd. All rights reserved. 1. Introduction The current life standards and environmental awareness urge petrochemical industry to give its attention to sustainable growth. The rapid industrialisation has resulted in the depletion of natural resources and has caused an adverse impact on ecosystems. Nowadays, there is a growing interest in the effect of hazardous wastes generated from petrochemical processes, since complex mixtures of hydrocarbons are often identified on soil–water environment as common contaminants. Among them, PAHs stand out as highly toxic, mutagenic, genotoxic and carcinogenic compounds (Simarro et al., 2011; Zhong et al., 2011). They are introduced in the environment through different natural and anthropogenic activities, and 16 of them are considered as priority pollutants (Zhao et al., ⇑ Corresponding author. Address: Department of Chemical Engineering, Lagoas Marcosende s/n, 36310 Vigo, Spain. Tel.: +34 986 818723; fax: +34 986 812380. E-mail address: [email protected] (F.J. Deive). http://dx.doi.org/10.1016/j.biortech.2014.03.158 0960-8524/Ó 2014 Elsevier Ltd. All rights reserved. 2009; Bautista et al., 2009) by the US Environmental Protection Agency (USEPA). Their environmental risks are mostly due to their inherent properties such as persistence, low vapour pressure, high hydrophobicity and thermodynamic stability of the aromatic ring (Cao et al., 2009). The presence of pollutants with a recalcitrant nature in the environment has promoted an intense research effort focused on the development of more effective technologies for the removal of contaminants from industrial locations and polluted effluents. These treatments have been classified in three main categories: physical (volatilisation, photolysis, adsorption, filtration and electro remediation), chemical (oxidation, photocatalysis and coagulation–flocculation) and biological (biosorption or biodegradation) (Kim and Lee, 2007; Janbandhu and Fulekar, 2011). Usually, the application of one single technique does not allow achieving high remediation levels, and a promising strategy consist in combining biological and physical methods to form efficient treatment trains. The foundation for betting in this approach is 260 M.S. Álvarez et al. / Bioresource Technology 162 (2014) 259–265 motivated in the fact that persistent hydrophobic compounds possess a limited bioavailability (Kanaly and Harayama, 2000). To overcome this drawback, the addition of surface active compounds appears as one of the acceptable strategies licensing the increase of solubility by decreasing the interfacial surface tension between the hydrophobic contaminant and the soil–water interphase. Among the typical surfactants used, Tween and Triton families have been highlighted in many studies, as a non-toxic and efficient alternative (Bautista et al., 2009; Ulloa et al., 2012a). Therefore, the biological treatment is facing a biphasic medium composed of an organic phase (PAH and surfactant) and an aqueous phase (with salts and organic matter dissolved). This biphasic nature made us to bet in the coupling of a physical method based on a liquid–liquid equilibrium strategy to yield high levels of PAH removal. The liquid–liquid equilibrium makes up one of the appealing alternatives (García-Chavez et al., 2012; Domanska et al., 2006) and the extraction by means of aqueous two-phase systems (ATPS) has become a viable, sustainable and competitive alternative in the field of separation processes. The reasons behind this attractiveness are the low energy consumption and costs, rapid phase disengagement, and high efficiencies in the separation of different kinds of biomolecules and chemicals (Freire et al., 2012). The basis of this strategy lies in merging two hydrophilic polymers, or salts, or a polymer and a salt, with water, leading to a biphasic system over a certain concentration (Deive et al., 2011a,b,c). This segregation is the result of a competitive interplay between salts or polymers and the water molecules and multifarious interactions between polymers and salts. One of the novel alternatives of ATPS are based on the use of non-ionic surfactants such as Tween and Triton families (Ulloa et al., 2012b; Álvarez et al., 2012a,b). In this work, we propose a feasible treatment train composed of a previous biodegradation process by the use of Pseudomonas stutzeri, followed by a non-ionic surfactant-based ATPS. The search for more sustainable process included the analysis of the solubility curves obtained for three potassium organic salts (citrate, oxalate and tartrate) in the presence of aqueous solutions of Triton surfactants. Merchuk, Othmer–Tobias and Bancroft equations served our goal to properly characterise the proposed ATPS. Finally, a commercial software (SuperPro Designer) was used to simulate the treatment of a PAHs-polluted industrial effluent. 2. Methods 2.3. Biodegradation reaction Biodegradation cultures were carried out in 250-mL Erlenmeyer flasks with 50 mL of medium containing 1% w/v of the non-ionic surfactant Triton X-100, and 2% v/v of acetone (used as solvent to prepare the contaminant solution, due to its low solubility in aqueous media), following the strategy proposed by Moscoso et al. (2012). The flasks, capped with cellulose stoppers, were inoculated (3%) with previously obtained cell pellets, and incubated in the darkness for 15 days in an orbital shaker (INNOVA 4400 New Brunswick) at 37 °C, initial pH 8.0, and 150 rpm. Samples were withdrawn daily to monitor PAH biodegradation and cell density. All samples were analysed in triplicate, and the biodegradation experiments were repeated to check the reproducibility. The presented data in tables and figures are mean values. All the material used was made of glass in order to avoid contaminants losses due to sorption. 2.4. Aqueous two-phase systems The phase diagrams of the ATPS were carried out by means of the cloud point titration method (Albertsson, 1986) at 25 °C. A given amount of organic salt, determined by weighing, was added to the different surfactant-based aqueous solutions until the detection of turbidity, and then followed by the drop-wise addition of ultra-pure water until a clear monophasic region was achieved. The system was always operating under constant stirring. The ternary system compositions were determined by the weight quantification of all components within an uncertainty of ±104 g. The temperature was controlled with a F200 ASL digital thermometer with an uncertainty of ±0.01 K. The tie-lines (TLs) determination started with the addition of a potassium-based organic salt (citrate, oxalate and tartrate) to an aqueous solution of Triton X-100 or Triton X-102, up to achieve a point within the immiscibility region. The mixture was left to settle for 24 h to ensure a complete separation of the layers, after a vigorous stirring at room temperature. The estimated uncertainty in the determination of Triton and salt phase mass compositions is less than 2 104. The TLs data were determined by solving a system of four equations: two of them consider the relationship between the upper phase and the overall system mass composition by means of the lever arm rule and the others are based on Merchuk expression for top and bottom phases. 2.1. Chemicals 2.5. Analytical methods Phenanthrene (PHE), pyrene (PYR) and benzo[a]anthracene (BaA) (purity higher than 99%) used in degradation experiments were purchased from Sigma Aldrich (Germany). PAHs stock solutions were 5 mM in acetone. Potasium citrate (K3C6H5O7H2O), potassium tartrate (K2C4H4O60.5H2O), potassium oxalate (K2C2O4H2O), and the non-ionic surfactants Triton X-100 and Triton X-102 were supplied by Sigma Aldrich (Germany). All chemicals used were at least, reagent grade or better. 2.2. Microorganism and culture conditions Bacterium P. stutzeri CECT 930 was obtained from the Spanish Type Culture Collection (ATCC 17588). Culture medium was composed of (g/L): Na2HPO42H2O 8.5, KH2PO4 3.0, NaCl 0.5, NH4Cl 1.0, MgSO47H2O 0.5, CaCl2 14.7 103. This medium also contained trace elements as follows (mg/L): CuSO4 0.4, KI 1.0, MnSO4H2O 4.0, ZnSO47H2O 4.0, H3BO3 5.0, FeCl36H2O 2.0. 2.5.1. Cell growth determination Biomass concentration was measured by turbidimetry at 600 nm in a Unicam Hekios b spectrophotometer, and the obtained-values were converted to grams of cell dry weight per litre using a calibration curve. 2.5.2. PAH analysis PHE, PYR and BaA concentrations in the culture media were analysed by reversed-phase high performance liquid chromatography (HPLC) equipped with a reversed phase C8 column (150 4.6 mm, 5 lm particule size, Zorbax Eclipse) with its corresponding guard column. The HPLC system was an Agilent 1100 equipped with a quaternary pump and photodiode array UV/Vis detector (252.4 nm). 5 lL of filtered cultivation media (through a 0.45 lm Teflon filter) were injected and then eluted from the column at flow rate of 1 mL min1 using acetonitrile:water (67:33) as mobile phase. The temperature was maintained at 25 °C. M.S. Álvarez et al. / Bioresource Technology 162 (2014) 259–265 261 w1 ¼ a expðbw2 cw32 Þ ð1Þ free energy of hydration (DhydG) data. These values allow elucidating the possible formation of water–ion complexes and its consequent phase disengagement. Thus, for the studied anions the sequence is: (C6H5O7)3 (2763 kJ mol1) < (C2O4)2 (1453 kJ mol1) < (C4H4O6)2 (1102 kJ mol1) (ZafaraniMoattar and Hamzehzadeh, 2011; Zafarani-Moattar and Tolouei, 2008). On the one hand, these values suggest a greater interaction with water molecules of the trivalent potassium-based organic salt. On the other hand, the Gibbs free energies of oxalate and tartrate are very similar, which would be translated in the existence of similar solubility curves. These hypotheses were confirmed by analysing the ATPS data illustrated in Fig. 2, where the experimental data are represented together with those obtained from the Eq. (2). The analysis of the obtained data confirms that potassium citrate is by far the salt leading to greater immiscibility windows both for Triton X-100 and Triton X-102. In general, the higher salting out potential of this salt can be explained based on its multivalent nature. It has been already reported that trivalent ions such as phosphate or citrate show a higher interaction with water molecules than divalent ions, which ultimately entail the existence of solubility curves more close to the origin (Freire et al., 2012; Deive et al., 2011a,b,c; Shahriari et al., 2012). The salting out capacity of the selected organic salts can also be analysed in the light of the Effective Excluded Volume (EEV) theory (Guan et al., 1993). Therefore, the experimental data were fitted to the following equation: 2 w1 ¼ d þ ew0:5 2 þ fw2 þ gw2 ð2Þ lnðV 213 w2 =M 2 þ f213 Þ þ V 213 w1 =M1 ¼ 0 2.5.3. Modelling and simulation The experimental data were fitted to the proposed equations through SOLVER function in Microsoft EXCEL. Flowsheet simulation was carried out by means of SuperPro DesignerÒ v8.5 (Intelligen Inc.). 3. Results and discussion The implementation of a sequential strategy consisting of biodegradation and surfactant-based ATPS will demand the search of effective phase segregation agents, following the flow chart presented in Fig. 1. Usually, inorganic salts have been proposed as effective salting out compounds. However, in this work we have bet in organic salts, since high concentrations of inorganic salts are not desirable in the effluent streams due to environmental problems (Ulloa et al., 2012a). Therefore, three organic salts such as potassium citrate, potassium tartrate and potassium oxalate were chosen as biodegradable and nontoxic phase promoters in aqueous solutions of the non-ionic surfactants Triton X-100 and Triton X-102. One of the key steps to properly characterise the phase segregation of the selected systems is based on finding a suitable fitting equation. Due to this, different empirical equations (Merchuk et al., 1998; Han et al., 2012; Deive et al., 2011a,b,c) were used to model the experimental data: 0:5 0:5 2 w1 ¼ expðh þ iw2 þ jw2 þ kw2 Þ ð3Þ where w1 is the mass fraction of surfactants, w2 is the mass fraction of salts, and a, b, c, d, e, f, g, h, i, j and k are fitting parameters. All the values of these parameters are listed in Table 1 together with the standard deviations. From these data it is possible to conclude that Eq. (2) is the one allowing a better estimation of the experimental solubility curves. Therefore, this empirical model will be selected for further investigation. 3.1. Effect of potassium organic salts The addition of an appropriate amount of the selected potassium based-organic salts allows triggering phase segregation due to the competition of the salt for the water molecules in the presence of the non-ionic surfactant. One of the tools existing to predict the salting out behaviour of the selected salts is the molar Gibbs ð4Þ where M1, M2 are the molar mass of Triton and organic salt, respectively, V 213 the scaled EEV of the salt, and f213 the volume fraction of unfilled effective available volume after tight packaging of salt molecules into the network of surfactant molecules in aqueous solutions, which includes the influence of the size of the water molecules. The values of the EEV, f213 and standard deviations are listed in Table 2. Generally speaking, the analysis of the data obtained allows confirming the previous conclusions related to the high ability to form hydrogen bonds of potassium citrate, since the scaled EEV obtained for this salt in the presence of both Triton surfactants are quite higher than those observed for the other organic salts employed. Furthermore, the analysis of the results in terms of the salted out surfactant suggest that Triton X-100 is the one leading to higher EEV values. This is in agreement with its greater immiscibility regions and hydrophobic nature, as can be inferred from its lower hydrophilic–lipophilic balance. Thus, this empirical number, which varies between 0 and 20, is 13.4 and 15.0 for Triton X-100 and Tween 80, respectively (Ulloa et al., 2012a). 3.2. Extraction capacity of the target PAHs Once the suitability of the selected potassium organic salts to segregate the Triton-rich phase from the aqueous surfactant solution was demonstrated, the next step tackled the investigation of the PAH removal from a model aqueous effluent, as a prior stage to implement the process at real scale. The most common way to do that is by determining the tie lines (TLs) data, by means of the lever arm rule. To do that, the relationship between the upper phase and the overall system mass composition was ascertained: Fig. 1. Flow chart of experimental design. yI1 ¼ ðyF1 =RÞ ½ð1 RÞ=RyII1 ð5Þ xI2 ¼ ðxF2 =RÞ ½ð1 RÞ=R xII2 ð6Þ where F, I and II represent the feed, the top phase, and the bottom phase, respectively; y1 and x2 are the mass fraction percentage of 262 M.S. Álvarez et al. / Bioresource Technology 162 (2014) 259–265 Table 1 Fitting parameters of empirical equations and standard deviations. a b c r 0.011 0.016 0.013 0.005 0.007 0.009 Triton Triton Triton Triton Triton Triton X-100 + K3C6H5O7 + H2O X-100 + K2C4H4O6 + H2O X-100 + K2C2O4 + H2O X-102 + K3C6H5O7 + H2O X-102 + K2C4H4O6 + H2O X-102 + K2C2O4 + H2O 0.6102 0.6258 0.6055 0.8612 0.7754 0.5194 0.7223 0.9012 0.6916 2.6958 2.3463 1.1337 1110 1010 2270 464 473 889 d e f g r Triton Triton Triton Triton Triton Triton X-100 + K3C6H5O7 + H2O X-100 + K2C4H4O6 + H2O X-100 + K2C2O4 + H2O X-102 + K3C6H5O7 + H2O X-102 + K2C4H4O6 + H2O X-102 + K2C2O4 + H2O 0.6845 0.7458 0.6509 0.6686 0.9798 0.5070 0.0057 0.4503 0.2349 0.4612 2.6133 0.1408 4.5464 3.6448 5.9209 7.0182 1.0677 3.4158 5.6888 5.7180 11.6201 11.8276 3.0028 5.1367 0.004 0.008 0.007 0.004 0.004 0.004 h i j k r Triton Triton Triton Triton Triton Triton X-100 + K3C6H5O7 + H2O X-100 + K2C4H4O6 + H2O X-100 + K2C2O4 + H2O X-102 + K3C6H5O7 + H2O X-102 + K2C4H4O6 + H2O X-102 + K2C2O4 + H2O 3.0296 2.2385 1.0964 2.2251 3.3740 3.0296 42.81 32.10 25.48 28.13 39.17 42.81 142.3 104.3 107.5 77.92 106.6 142.3 555.3 428.5 679.6 257.5 310.9 555.3 0.009 0.016 0.013 0.004 0.005 0.009 0.100 0.100 100w1 / M1 (mol/g) 0.075 0.075 0.050 0.050 0.025 0.025 0.000 0.00 0.03 0.06 0.09 0.00 0.03 100w2 / M2 (mol/g) 0.06 100w1 / M1 (mol/g) Triton X-102 Triton X-100 0.000 0.12 0.09 100w2 / M2 (mol/g) Fig. 2. Experimental solubility curves for the systems {Triton-X + Organic Salt + H2O}: (s), K3C6H5O7; (h), K2C4H4O6; (4) K2C2O4. Table 2 Parameters of EEV, f213 and standard deviations. Triton Triton Triton Triton Triton Triton X-100 + K3C6H5O7 + H2O X-100 + K2C4H4O6 + H2O X-100 + K2C2O4 + H2O X-102 + K3C6H5O7 + H2O X-102 + K2C4H4O6 + H2O X-102 + K2C2O4 + H2O 103 V 213 / (g/mol) f213 r 1.9028 1.4270 1.0635 1.2720 0.1476 0.0356 0.0339 0.0351 0.2316 0.2533 0.8859 0.9706 0.0366 0.0358 0.0414 0.0238 0.0362 0.0573 Triton and organic salt, respectively; and R is the ratio (Weight of the top phase: Weight of the mixture). The evaluation of the thermodynamic consistency of the TL data was carried out by the application of known correlation equations (Othmer and Tobias, 1942; Li et al., 2010) such as the Othmer– Tobias and Bancroft models: n 1 wI1 =wI1 ¼ m 1 wII2 =wII2 r wII3 =wII2 ¼ k wI3 =wI1 ð7Þ ð8Þ where n, m, k and r are the fitting parameters, w is the mass fraction, subscripts 1, 2 and 3 refer to Triton, potassium organic salt and water, respectively, and superscripts I and II indicate the Triton-rich phase and organic salt-rich phase, respectively. The values of the parameters obtained for both models are presented in Table 3 together with the correlation coefficients. The analysis of the data reveals that the fitting parameters obtained from Othmer–Tobias equation lead to a more satisfactory Table 3 Parameters of Othmer–Tobias and Bancroft equations and correlation coefficients. Triton Triton Triton Triton Triton Triton Triton Triton Triton Triton Triton Triton X-100 + K3C6H5O7 + H2O X-100 + K2C4H4O6 + H2O X-100 + K2C2O4 + H2O X-102 + K3C6H5O7 + H2O X-102 + K2C4H4O6 + H2O X-102 + K2C2O4 + H2O X-100 + K3C6H5O7 + H2O X-100 + K2C4H4O6 + H2O X-100 + K2C2O4 + H2O X-102 + K3C6H5O7 + H2O X-102 + K2C4H4O6 + H2O X-102 + K2C2O4 + H2O m n R2 2.0055 2.8000 6.6197 1.2744 2.1494 1.6034 0.0681 0.0222 0.00001 0.2254 0.0746 0.1394 0.9991 0.9982 0.8156 0.9972 0.9803 0.9371 k r R2 3.9965 4.0225 5.7828 3.4377 3.5021 3.5417 0.5046 0.3615 0.0780 0.7822 0.4354 0.6325 0.8423 0.8395 0.5153 0.9055 0.9999 0.6631 M.S. Álvarez et al. / Bioresource Technology 162 (2014) 259–265 263 90% of extraction is yielded for all the PAHs. This in agreement with the findings reported recently, for the extraction of antioxidants from microalgae (Ulloa et al., 2012a). Besides, taking into account previous results related to the salting out potential of each salt, potassium citrate will be cherry-picked for the implementation of a strategy based on the maximum concentration of these pollutants from a real effluent. 3.3. Treatment train combining biological degradation and ATPS Fig. 3. PAHs extraction percentage for the systems composed of Triton X-100 and potassium organic salts: Black bars represent PHE; grey bars represent PYR, and white bars represent BaA. Table 4 PAHs decontamination percentages by using a sequential biological and physical treatment. Biological treatment Physical treatment (ATPS) Total PHE PYR BaA 59.8 93.6 97.4 56.5 94.2 97.5 81.0 92.0 98.5 description of the experimental TL data. In agreement with it, the Othmer–Tobias equation turned out to be more suitable to fit the experimental data in an ATPS made up with a liquid polymer and an organic salt (Tubio et al., 2009). Besides, Triton X-100 is the surfactant allowing a better theoretical description, which makes it a suitable candidate to further investigate the extraction of PAHs from polluted effluents (Álvarez et al., 2012a). Once the systems were properly characterised, the non-ionic surfactant Triton X-100 was selected as the solubilisation agent for the removal of PHE, PYR and BaA, as model PAHs of low and high molecular weight, from an aqueous effluent. This approach is the indispensable requirement prior to implement the process with a real effluent. Therefore, the extraction efficiency for each pollutant was evaluated as follows: Eð%Þ ¼ mTriton =mi 100 i ð9Þ where mTriton and mi are the PAH mass content in the upper phase i and the total contaminant mass content, respectively. The values for extraction yield of PHE, PYR and BaA for each of the selected potassium organic salts-based ATPS are plotted in Fig. 3. A visual inspection of the results allows concluding very high levels of extraction for all the contaminants (>80%) no matter the potassium organic salt used. More specifically, it is clear that potassium citrate turned out to be the best contender, since around The previous results obtained encouraged us to implement an environmentally benign two-stage strategy train combining an extraction process after a biodegradation treatment. A previous research work from our group allowed confirming the promising potential of P. stutzeri as bioremediation agent for the degradation of effluents containing PHE (Moscoso et al., 2012). Maximum degradation levels higher than 90% both at flask and stirred tank bioreactor scale were attained, so this bacterial strain was selected for approaching a strategy combining biological and physical treatment in order to decontaminate an industrial-polluted effluent containing PHE, PYR and BaA. The data obtained after a first stage of biological treatment point that the degradation levels of the contaminants are lower than those reported for cultures carried out in the presence of PHE, as shown in Table 4. Despite the reduction in the maximum degradation yields attained, the values are still very promising, since a minimum of 56% is obtained in all cases, and the levels are higher for the more accessible structures of BaA and PHE. Different authors have claimed that simultaneous bacteria-mediated PAH removal was strongly influenced by their different bioavailabilities, which are a direct consequence of their varied structures (Moscoso et al., 2012; Russo et al., 2012). Next, potassium citrate was added to the biologically treated effluent containing the PAH mixture in the presence of Triton X100, and the extraction data listed in Table 4 indicate that again, very high remediation capacity is attained. Levels higher than 92% are reached for all the contaminants present in the biodegraded effluent, which confirms the behaviour observed previously for the model aqueous systems. Overall, the total remediation values after the train treatment reached levels higher than 97%, which is higher than recent alternatives. Thus, the combination of a sequence of removal techniques has already been tackled by other researchers (Peng et al., 2008), who demonstrated 90% of COD reduction in PAHs-contaminated soils by combining a surfactant-based washing prior to a coagulation process. Similarly, benzopyrene degradation levels higher than 75% were achieved by means of a chemical and a biological treatment (ozone oxidation and aerobic biodegradation) (González et al., 2011). 3.4. Simulation of the proposed treatment train Finally, the last step of the research work included the simulation of the proposed process to treat 200000 m3/year of a Fig. 4. Process flowsheet diagram for the treatment train combining biological and physical separation of 200,000 m3/year of a PAH-polluted effluent. 264 M.S. Álvarez et al. / Bioresource Technology 162 (2014) 259–265 Table 5 Composition and flow rate of the main streams in a treatment train of a PAH-polluted effluent. Components PHE PYR BaA Triton X-100 Potassium citrate Biomass S-1 S-2 S-4 S-5 Kg/batch g/L Kg/batch g/L Kg/batch g/L Kg/batch g/L 18.5 21.0 23.7 10400 0 0 0.018 0.020 0.022 10.0 0 0 7.4 9.1 4.7 2600 0 0 0.007 0.009 0.005 2.5 0 0 0 0 0 195213 157603 0 0 0 0 749 604 0 0.051 0.063 0.030 4718 155484 27.1 0 0 0 9.3 307 0.053 PAHs-polluted effluent from a metallurgical industry. One of the most powerful tools to evaluate the viability of scaling-up this kind of environmental processes is the use of process simulators, which allow saving time and costly laboratory analysis. Simulation of integrated processes enables to efficiently elucidate the influence of different crucial process parameters on a consistent basis in a short period of time. In this case, SuperPro DesignerÒ was selected for the design of a treatment plant which flowsheet is shown in Fig. 4. This software is advantageous since it presents a great database of chemicals and units of operations specifically designed for this kind of biotechnological processes. The simulation of the process allowed obtaining the mass flowrates and compositions of the main components and streams, as shown in Table 5. From the data presented, it is clear the high remediation values reached in the outlet stream (S-5). 4 bioreactors (350 m3), 1 clarifier-settler (100 m3) and 2 ATPS-extraction units (53 m3 mixer and 420 m3 settler) are required to reach the presented values, according to the simulation results. The plant operates at atmospheric pressure, room temperature and 0.17 vvm of aeration (bioreactor). All these data will be of undoubted interest for proposing a preliminary economic evaluation of a real plant, although the necessity of additional operation units depending on the characteristics of the polluted effluent could affect the final economic viability assessment. 4. Conclusions The viability of a sequential biological and physical treatment to remediate PAHs-polluted effluents was demonstrated at laboratory scale. The suitability of Triton X-100 as bioavailability enhancer and contaminant extractant was proved after a thermodynamic analysis based on the phase behaviour of the different potassium organic salts. The remediation yields obtained after a combined biological–physical treatment reached values higher than 97%, which are clearly higher than the levels obtained by a one-step biotreatment (lower than 60% and 80% for the three studied PAHs). Finally, the process was simulated for the treatment of a 200,000 m3/year industrial effluent. 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Zhong, Y., Luan, T., Lin, L., Liu, H., Tam, N.F.Y., 2011. Production of metabolites in the biodegradation of phenanthrene, fluoranthene and pyrene by the mixed culture of Mycobacterium sp. and Sphingomonas sp. Bioresour. Technol. 102, 2965–2972. ANNEX 11 PHASE SEGREGATION AMMONIUM, IN AQUEOUS SOLUTIONS MAGNESIUM AND IRON THERMODYNAMICS, 2014, 70: 147-153. OF NON-IONIC SURFACTANTS USING SALTS (JOURNAL OF CHEMICAL J. Chem. Thermodynamics 70 (2014) 147–153 Contents lists available at ScienceDirect J. Chem. Thermodynamics journal homepage: www.elsevier.com/locate/jct Phase segregation in aqueous solutions of non-ionic surfactants using ammonium, magnesium and iron salts E. Gutiérrez, M.S. Álvarez, F.J. Deive, M.A. Sanromán, A. Rodríguez ⇑ Department of Chemical Engineering, Universidade de Vigo, P.O. Box 36310, Vigo, Spain a r t i c l e i n f o Article history: Received 30 September 2013 Received in revised form 14 October 2013 Accepted 24 October 2013 Available online 7 November 2013 Keywords: Non ionic-surfactants Aqueous Biphasic Systems Tie-lines Inorganic and organic salts a b s t r a c t Aqueous Biphasic Systems (ABS) are suggested as a separation technique for a great diversity of compounds, making it necessary to characterise fully the solubility data of these kinds of systems. In this study, the non-ionic surfactants Tween 20 and Triton X-100 are proposed as candidates to form ABS, with different inorganic and organic salts ((NH4)2Fe(SO4)2, MgSO4, (NH4)2HPO4, (NH4)2SO4, (NH4)2C4H4O6) at T = 298.15 K. All the solubility data were obtained by means of the cloud point method and the saltingout ability of salts was also evaluated in terms of the Gibbs free energy of hydration (DhydG) and molar entropy of hydration (DhydS). The Merchuk equation and some variations of this model have been used for correlating the solubility curve. The extraction capacity k was evaluated in terms of tie-lines (TL) data. Ó 2013 Published by Elsevier Ltd. 1. Introduction Globally, there is an increasing interest in the development of efficient yet cleaner and more eco-friendly industrial processes. In this sense, Aqueous Biphasic Systems (ABS) have long been considered as a competitive and versatile separation technique that can be applied to the extraction of volatile organic compounds [1], metallic ions [2], and biocompounds such as enzymes [3,4], antibiotics [5] and antioxidants [6], among other relevant compounds. In the last decade, this separation technique has been the subject of an unprecedented interest of the scientific community, mainly due to the emergence of new classes of neoteric solvents [7]. Thus, different combinations of aqueous solutions containing polymers or ionic liquids, or surfactants have been used to yield phase segregation in this kind of ABS. In addition, from an economic point of view, the polymer–salt combination is more advantageous than the polymer–polymer and ionic liquid + salt systems. The appeal of this technique has made bet on the characterisation and application of extraction processes involving both ionic liquids and surfactants [3,4,6,8–14]. This work is devoted to the study non-ionic surfactants-based ABS, since this kinds of surface active compounds are widely applied in biotechnological processes due to inherent benefits such as their low cost and biodegradability [15,16]. These molecules consist of hydrophilic and lipophilic groups and the balance between strength and size of polar and non-polar groups is called Hydrophilic–Lipophilic Balance (HLB) ⇑ Corresponding author. Tel.: +34 986 81 87 23. E-mail address: [email protected] (A. Rodríguez). 0021-9614/$ - see front matter Ó 2013 Published by Elsevier Ltd. http://dx.doi.org/10.1016/j.jct.2013.10.033 [17]. Moreover, the non-ionic surfactants polyethoxylated sorbitan (Tween) and polyoxyethylene toctylphenol (Triton) families have been highlighted in many reports as a non-toxic and efficient alternative, and they were even reported to act as carbon source in culture broths [18] or to avoid enzyme deactivation [19]. Hofmeister initially classified the different salting-out potential of salts according to their ability to precipitate or solubilise different solutes in water [20], and nowadays most of the authors have converged upon the idea that the segregation capacity of a given salt is a entropy-driven process which results from the formation of ion + water complexes [7]. According to this, several magnesium, ammonium and iron salts (MgSO4), (NH4)2SO4, (NH4)2HPO4, (NH4)2Fe(SO4)2, (NH4)2C4H4O6) have been proposed as phase promoters in aqueous solutions of two non-ionic surfactants, due to their successful use as benign media to purify enzymes or as contaminant extractants [4,14]. On the one hand, the rationale behind 2 this selection is based on the fact that the anions SO2 4 and HPO4 are ranked as two outstanding salting-out ions, while NHþ and 4 Mg2+ cations are examples of strong or weak salting-in agents, respectively. On the other hand, ammonium tartrate was chosen since it is a biodegradable, non-toxic organic salt that can be discharged into biological wastewater treatment plants [21] and its high valence may lead to more competitive interactions in the systems. In this work, the capacity to trigger phase segregation of systems composed of aqueous solutions of Tween 80 or Triton X-100 in the presence of the above mentioned salts was investigated. The solubility curves, determined by the cloud point method, were the tools employed to describe the salting-out capacity of each system. The salting-out character of each salt was qualitatively 148 E. Gutiérrez et al. / J. Chem. Thermodynamics 70 (2014) 147–153 TABLE 1 Purities and suppliers of chemicals.a a Inorganic salt Supplier Mass fraction purity Triton X-100 Tween 20 (NH4)2Fe(SO4)2 MgSO4 (NH4)2HPO4 (NH4)2SO4 (NH4)2C4H4O6 Sigma Aldrich Sigma Aldrich Merck Merck Sigma Aldrich Sigma Aldrich Alfa Aesar 0.99 0.99 0.99 0.99 0.99 0.99 0.98 TABLE 2 Binodal data for {Triton-X 100 (1) + salt (2) + H2O (3)} at atmospheric pressure and T = 298.15 K.a (NH4)2Fe(SO4)2 MgSO4 Deionised water was used in all the experiments. discussed in the light of the Hofmeister series, and quantitatively analysed based on molar Gibbs free energy of hydration and molar entropy of hydration. The experimental data were modelled by several empirical equations [13,22,23]. Additionally, the extraction capacity k was evaluated from the tie-line data and the agreement between experimental and correlated results was interpreted in terms of regression coefficients. 2. Experimental (NH4)2HPO4 (NH4)2SO4 (NH4)2C4H4O6 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 1.86 2.88 3.32 3.94 4.53 4.84 5.08 5.20 5.31 5.68 5.82 6.88 6.99 7.49 8.08 8.21 8.41 8.76 13.74 14.02 45.54 40.19 35.21 32.07 29.88 26.97 25.45 24.24 24.07 21.83 18.94 16.40 14.40 13.02 11.39 9.90 7.38 5.22 0.15 0.11 0.89 0.94 1.23 1.57 2.29 2.45 2.49 3.04 3.71 4.28 4.43 4.77 4.79 5.26 5.69 6.00 6.23 6.59 6.89 7.17 7.47 7.95 11.61 13.46 15.57 51.84 51.43 49.60 46.88 42.84 41.10 39.60 36.41 31.82 27.48 26.02 24.32 22.53 19.09 16.10 13.98 12.20 9.79 7.72 6.22 4.48 3.30 0.03 0.00 0.00 1.26 1.60 2.06 3.20 3.26 3.29 3.88 4.16 4.16 4.41 4.89 5.34 5.77 5.95 6.22 7.18 7.47 7.69 7.95 8.06 11.35 14.64 15.98 52.69 49.87 46.11 40.11 36.13 37.36 33.13 31.14 31.14 29.21 25.06 23.50 18.93 17.55 15.68 12.32 10.39 8.62 6.68 5.12 0.40 0.00 0.00 0.33 2.17 3.01 3.68 4.15 4.17 4.69 5.00 5.42 5.79 6.16 6.72 7.00 7.48 7.76 8.00 8.18 8.69 8.89 13.28 15.19 16.42 65.53 53.11 47.29 41.47 39.31 38.47 35.28 32.35 28.88 26.76 24.05 19.29 16.59 14.02 12.16 10.16 8.47 5.11 3.71 0.06 0.00 0.00 2.80 4.09 5.60 6.13 6.43 6.86 7.11 7.33 7.52 7.85 8.03 8.25 8.57 8.85 8.91 9.40 9.59 9.80 10.07 10.64 10.76 10.89 14.58 17.43 19.14 63.00 53.09 43.26 42.47 39.48 36.81 34.54 33.00 31.89 30.29 29.10 27.28 25.39 22.33 20.79 18.75 16.02 13.58 11.50 8.50 6.05 4.62 0.58 0.02 0.00 2.1. Chemicals The non-ionic surfactants belonging to the polyethoxylated sorbitan monolaurate (Tween 20) and polyoxyethylene t-octylphenol (Triton X-100) were purchased from Sigma–Aldrich, and used without further purification. Triton X-100 possesses a Critical Micellar Concentration (CMC) of 0.189 mM and a HLB of 13.4. The CMC and HLB for Tween 20 are 0.060 and 16.7, respectively [13,14]. The high charge density salts MgSO4, (NH4)2SO4, (NH4)2HPO4, (NH4)2Fe(SO4)2, (NH4)2C4H4O6 (mass fraction purities P0.99) were used as received, and their purities and suppliers are listed in table 1. a Standard uncertainties are u(w) = 0.0002, u(T) = 0.01 K. TABLE 3 Binodal data for {Tween 20 (1) + salt (2) + H2O (3)} at atmospheric pressure and T = 298.15 K.a 2.2. Experimental procedure The solubility curves were built by applying the cloud point titration method at T = 298.15 K following the procedure described previously [24]. An aqueous solution of surfactant was introduced in a jacketed glass vessel connected to a temperature controlled (by means of a F200 ASK digital thermometer with an uncertainty of ±0.01 K) circulating bath (controlled to ±0.01 K) and magnetic stirring. Known amounts of salt were added to the Triton X-100 or Tween 20 aqueous solutions until the detection of turbidity. Then, drops of deionised water were added in order to get a transparent solution, which is indicative that the monophasic region was reached. The uncertainty in the weight quantification of all components in the ternary systems is ±104 g. The procedure followed to experimentally ascertain the tielines (TLs) consisted of adding a selected salt to a non-ionic surfactant aqueous solution until turbidity is reached. Similar to the solubility curves determination, the temperature was controlled at T = 298.15 K, and the mixture was left to settle for 24 h in order to ensure chemical and thermodynamic equilibria, after a vigorous stirring. The lever arm rule was employed to determine each TL. The estimated uncertainty in the determination of the surfactant and salt phase mass compositions is less than 0.05%. 3. Results and discussion a (NH4)2Fe(SO4)2 MgSO4 (NH4)2HPO4 (NH4)2SO4 (NH4)2C4H4O6 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 1.33 1.47 1.91 3.07 3.49 4.06 4.44 4.73 5.56 6.00 6.80 7.25 7.63 8.05 8.46 9.20 9.53 10.14 10.73 11.31 11.91 14.70 17.19 19.12 50.93 49.95 47.21 42.80 39.00 36.33 34.63 32.80 30.24 28.62 25.16 23.42 21.70 19.80 17.94 15.71 14.20 12.26 9.64 7.31 4.77 1.69 0.33 0.07 0.83 1.16 1.53 1.61 2.23 2.62 3.37 4.08 4.59 4.93 5.24 5.91 6.47 6.90 7.59 8.16 8.69 9.28 9.85 10.40 11.39 11.87 13.85 15.25 53.62 50.16 47.22 46.35 42.26 39.54 34.96 30.75 28.25 26.59 24.43 21.87 19.72 17.49 14.56 11.97 9.38 6.46 4.45 2.69 1.56 1.65 0.34 0.08 1.13 2.21 2.37 3.20 3.64 3.91 4.45 4.79 5.39 6.08 6.40 6.89 7.53 8.02 8.87 9.36 9.69 10.12 10.49 10.87 13.61 16.08 19.21 47.75 42.89 41.86 39.56 37.19 36.73 33.69 31.59 29.05 26.24 24.41 22.23 19.48 16.86 13.20 11.66 10.29 8.19 6.40 4.09 1.11 0.13 0.00 0.44 1.01 2.26 2.50 2.97 3.88 4.53 5.28 5.78 6.16 6.55 6.56 7.17 7.72 8.24 8.63 9.05 9.54 9.81 10.20 10.64 10.88 11.30 11.55 12.21 12.70 15.56 17.58 19.69 59.78 56.10 50.68 53.00 49.21 44.53 40.08 37.64 35.47 33.30 31.74 31.64 28.91 25.97 23.33 21.36 19.29 16.61 14.84 13.24 11.47 9.29 7.91 6.47 4.85 3.43 0.72 0.13 0.01 3.18 6.00 6.57 7.25 7.67 8.14 9.44 9.91 10.29 10.69 11.60 12.13 12.58 12.90 13.39 13.85 14.33 15.05 15.53 16.11 16.52 16.96 17.34 17.88 20.30 23.57 26.22 55.40 49.10 45.61 42.64 42.02 40.40 35.54 33.97 32.49 30.12 27.93 26.26 24.68 23.09 20.98 19.25 17.27 14.93 13.66 11.80 10.49 8.47 6.86 5.54 3.13 0.73 0.16 Standard uncertainties are u(w) = 0.0002, u(T) = 0.01 K. 3.1. Solubility data and correlation The experimental data of binodal curves for the ternary mixtures of {Triton X-100 or Tween 20 + MgSO4, or (NH4)2SO4, or (NH4)2HPO4, or (NH4)2Fe(SO4)2, or (NH4)2C4H4O6 + H2O} at T = 298.15 K are given in mass fraction in tables 2 and 3. 149 E. Gutiérrez et al. / J. Chem. Thermodynamics 70 (2014) 147–153 TABLE 4 Parameters of equation (1) and standard deviation for {non-ionic surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. a Triton X-100 (1) + (NH4)2Fe(SO4)2 (2) + H2O (3) Triton X-100 (1) + MgSO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2HPO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2SO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2C4H4O6 (2) + H2O (3) Tween 20 (1) + (NH4)2Fe(SO4)2 (2) + H2O (3) Tween 20 (1) + MgSO4 (2) + H2O (3) Tween 20 (1) + (NH4)2HPO4 (2) + H2O (3) Tween 20 (1) + (NH4)2SO4 (2) + H2O (3) Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O (3) b 3 4.0595 2.7497 3.6508 2.1638 0.7393 3.2512 3.9398 2.2515 1.8841 0.2433 0.8089 0.6731 0.8003 0.7414 0.7107 0.7482 0.7689 0.6072 0.6831 0.5146 r c 1.85 10 4.30 103 2.79 103 2.71 103 1.45 103 7.45 102 1.49 103 1.26 103 1.01 103 3.40 102 0.0108 0.0052 0.0096 0.0090 0.0192 0.0069 0.0067 0.0060 0.0073 0.0057 TABLE 5 Parameters of equation (2) and standard deviation for {non-ionic surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. Triton X-100 (1) + (NH4)2Fe(SO4)2 (2) + H2O (3) Triton X-100 (1) + MgSO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2HPO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2SO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2C4H4O6 (2) + H2O (3) Tween 20 (1) + (NH4)2Fe(SO4)2 (2) + H2O (3) Tween 20 (1) + MgSO4 (2) + H2O (3) Tween 20 (1) + (NH4)2HPO4 (2) + H2O (3) Tween 20 (1) + (NH4)2SO4 (2) + H2O (3) Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O (3) a b c d r 0.7298 0.5761 0.5153 0.7219 0.6305 0.9983 0.6155 0.5635 0.6384 0.9331 1.7717 0.5424 1.7651 0.3995 1.4189 4.6725 0.5383 0.3863 0.2136 1.7585 1.3484 10.9088 15.5341 5.9607 8.7819 8.6752 5.3695 3.1373 6.1804 0.0154 3.1882 24.7027 45.9566 4.8432 7.2428 26.2292 13.9583 4.3400 5.7244 4.2035 0.0104 0.0078 0.0094 0.0038 0.0097 0.0038 0.0055 0.0046 0.0064 0.0043 TABLE 6 Parameters of equation (3) and standard deviation for {non-ionic surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. Triton X-100 (1) + (NH4)2Fe(SO4)2 (2) + H2O (3) Triton X-100 (1) + MgSO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2HPO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2SO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2C4H4O6 (2) + H2O (3) Tween 20 (1) + (NH4)2Fe(SO4)2 (2) + H2O (3) Tween 20 (1) + MgSO4 (2) + H2O (3) Tween 20 (1) + (NH4)2HPO4 (2) + H2O (3) Tween 20 (1) + (NH4)2SO4 (2) + H2O (3) Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O (3) a b c a b r 49.2245 5.3922 33.3144 6.6649 3.5999 12.8450 12.9256 47.3367 7.6195 22.5707 5.5603 2.9359 4.9889 3.0108 2.4295 5.2724 4.9808 5.5765 4.0153 5.4522 585.07 1558.64 979.39 1537.94 2689.47 3686.72 2533.88 1558.10 3270.09 3143.68 0.0453 0.0480 0.0431 0.0487 0.0919 0.1248 0.0987 0.0458 0.1089 0.1244 2.4378 2.5730 2.5203 2.7384 3.3037 3.7183 3.1886 3.0730 3.5708 4.4344 0.0109 0.0065 0.0096 0.0098 0.0173 0.0046 0.0057 0.0060 0.0045 0.0042 Three-, four- and five-parameter equations have been successfully used to correlate the solubility data for the above ABS [9,22,23]: 3 w1 ¼ A expðBw0:5 2 Cw2 Þ; ð1Þ 2 w1 ¼ A þ Bw0:5 2 þ Cw2 þ Dw2 ; ð2Þ w1 ¼ A exp Bwa2 Cwb2 ; ð3Þ where w1 is the mass composition of Tween 20 or Triton X-100, w2 is the mass composition of organic and inorganic salts, and A, B, C, D, a and b are the fitting parameters. The optimised parameters and the standard deviations (r) are listed in tables 4–6. These values were calculated by applying the following expression: r¼ 2 !1=2 PnDAT zexp zadjust i ; nDAT ð4Þ where the experimental and adjustable solubility data are represented by zexp and zadjust, respectively and nDAT is the number of experimental data points. A visual inspection of the data indicates that the proposed equations serve our goal to describe the segregation behaviour of the non-ionic surfactants in the presence of the salts used. More specifically, the analysis in terms of standard deviations reveals that four-parameter equation is the one that better correlates the experimental data. The salting-out ability of the salts is investigated and analysed by the binodal curves plotted in figures 1 and 2. The analysis of the data represented in the figures reflects that the selected salts entail quite different phase segregation behaviour, which follows the same order no matter the non-ionic surfactant under study: (NH4)2Fe(SO4)2 > MgSO4 > (NH4)2HPO4 > (NH4)2SO4 > (NH4)2C4H4O6. In this work, this effect has been qualitatively evaluated by means of the different solvation capacity of the selected ions [20]. It is interesting to notice that the salt containing the tetravalent cation with (2SO4)2 is the one leading to the binodal curve closer to the origin, due to the greater interactions established in the system after addition of smaller amount of salt. On the contrary, the rest of the salts with lower valence led to smaller immiscibility regions. Moreover, recent literature references [6–14,21] have often related the salting-out potential with the Gibbs free energy of hydration (DhydG), because ions with a more negative DhydG value show a better salting-out ability. Therefore, based on the data reported previously [25–27] and listed in table 7, the salting-out ability of the ions show the following order: cations: Fe2+ > Mg2+ > NHþ 4 ; an2 2 ions: HPO2 > C H O > SO . Notwithstanding the sequence for 4 4 4 6 4 cations is in agreement with our findings, the behaviour observed 150 E. Gutiérrez et al. / J. Chem. Thermodynamics 70 (2014) 147–153 TABLE 7 Molar Gibbs free energies of hydration (DhydG), Jones–Dole viscosity B-coefficients (B), and molar entropy of hydration (DhydS). DhydG/kJ mol1 Ions 2+ Fe Mg2+ NHþ 4 HPO2 4 SO2 4 C4 H4 O2 6 A b c d FIGURE 1. Plot of experimental and correlated solubility data of {Triton X-100 (1) + salt (2) + H2O (3)} at T = 298.15 K: (r), (NH4)2Fe(SO4)2; (s), MgSO4; (}), (NH4)2HPO4; (4), (NH4)2SO4; (h), (NH4)2C4H4O6. for anions fails to reproduce the salting-out potential of tartrate, which confirms the necessity of performing the experimental determination of the immiscibility curves. The salting-out ability of the different salts is apparently governed by the cation, but when the anion has a significantly favourable hydration, the influence of the cation or the anion will depend on a complex balance of competitive interactions [28]. This anomalous trend has also been reported for the same salt in aqueous solutions of polyethylene glycols [27,29], which confirms the necessity of experimentally determining the binodal curves as a prior step to design and optimise a given ABS. In parallel, the results can be interpreted in terms of the molar hydration entropy (DhydS), since different authors have stressed the narrow correlation between this thermodynamic parameter and the salting-out effects [9,27]. From the data presented in table 7, it is possible to conclude the same sequence stated previously, thus confirming the validity of both thermodynamic parameters to predict the salting-out potential of a given salt. In the same way, the salting-out effect of the ions may be interpreted in the light of the Jones–Dole viscosity B-coefficients [30]. This parameter provides information on the number of water molecules that can be hydrated by a given ion, being a viable tool to analyse the potential salting-out ability of each salt. The reported B/dm3 mol1 (25 °C) DhydS/J K1 mol1 d 1840 1830a 285a 1789b 381a 350a 131a 291a 0.412 0.385d 0.008d 0.382d 1080a 0.206d 219a 1102c n.a. n.a. Ref. [25]. Ref. [26]. Ref. [27]. Ref. [29], n.a. (not available). TABLE 8 Experimental tie-lines in mass composition for {non-ionic surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. Non-ionic surfactant-rich phase 100 wI1 100 wI2 Salt-rich phase 100 wII1 100 TLL wII2 35.21 45.54 24.07 Triton X-100 (1) + (NH4)2Fe(SO4)2 (2) + H2O (3) 3.32 0.15 13.74 1.86 0.11 14.02 5.31 1.18 11.71 36.58 47.03 34.88 41.10 51.84 51.43 Triton X-100 (1) + MgSO4 (2) + H2O (3) 2.45 0.03 11.61 0.89 0.00 13.46 0.94 0.00 15.57 42.08 53.34 53.47 33.13 37.36 49.87 Triton X-100 (1) + (NH4)2HPO4 (2) + H2O 3.88 0.40 3.29 0.00 1.60 0.00 47.29 39.31 53.11 Triton X-100 (1) + (NH4)2SO4 (2) + H2O 3.01 0.00 4.15 0.06 2.17 0.00 33.00 36.81 42.47 FIGURE 2. Plot of experimental and correlated solubility data of {Tween 20 (1) + salt (2) + H2O (3)} at T = 298.15 K: (r), (NH4)2Fe(SO4)2; (s), MgSO4; (}), (NH4)2HPO4; (4), (NH4)2SO4; (h), (NH4)2C4H4O6. a (3) 11.35 14.64 15.98 33.57 39.04 51.91 (3) 15.19 13.28 16.42 48.83 40.30 54.99 Triton X-100 (1) + (NH4)2C4H4O6 (2) + H2O (3) 7.33 0.58 14.58 6.86 0.02 17.43 6.13 0.00 19.14 33.22 38.28 44.42 Tween 20 (1) + (NH4)2Fe(SO4)2 (2) + H2O 1.91 1.69 1.47 0.33 1.33 0.07 (3) 14.70 17.19 19.12 47.28 52.05 53.89 46.35 50.16 53.62 Tween 20 (1) + MgSO4 (2) + H2O (3) 1.61 1.65 11.87 1.16 0.34 13.85 0.83 0.08 15.25 45.86 51.41 55.44 37.19 42.89 47.75 Tween 20 (1) + (NH4)2HPO4 (2) + H2O (3) 3.64 1.11 13.61 2.21 0.13 16.08 1.13 0.00 19.21 37.43 44.95 51.06 50.68 56.10 59.78 Tween 20 (1) + (NH4)2SO4 (2) + H2O (3) 2.26 0.72 15.56 1.01 0.13 17.58 0.44 0.01 19.69 51.70 58.37 62.79 47.21 49.95 50.93 42.02 45.61 55.40 Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O 7.67 3.13 6.57 0.73 3.18 0.16 (3) 20.30 23.57 26.22 40.89 47.99 59.85 values are collected in table 7, and confirm the sequence obtained experimentally, since the Jones–Dole viscosity B-coefficients for Fe2+ is higher than that obtained for Mg2+, which in turn is higher than the value for NHþ 4 . In the same vein, two of the anions used can be also analysed when the cation NHþ 4 is fixed, and follow the order established by the Jones–Dole viscosity B-coefficient (HPO2 4 ). E. Gutiérrez et al. / J. Chem. Thermodynamics 70 (2014) 147–153 151 FIGURE 3. Plot of experimental and correlated phase diagram and experimental tie-lines of {Triton X-100 (1) + salt (2) + H2O (3)}: at T = 298.15 K. Void symbols represent experimental phase diagram, and full symbols represent tie-line data. (r), (NH4)2Fe(SO4)2; (s), MgSO4; (}), (NH4)2HPO4; (4), (NH4)2SO4; (h), (NH4)2C4H4O6. Finally, the experimental solubility data can be analysed in terms of the hydrophobicity of the selected surfactants, by means of the Hydrophilic–Lipophilic Balance (HLB). This is an empirical number varying from 0 to 20, from very hydrophobic to very hydrophilic, respectively. In this way, it seems clear that the use of the more hydrophobic Triton X-100 entails less concentration of salt to promote phase separation, as can be inferred from the data illustrated in figures 1 and 2. The presence of more hydrophobic compounds leads to binodal curves closer to the origin, probably due to the existence of less interaction between the salts and the polar moiety of the non-ionic surfactant, as previously reported for other ABS [6,31]. 3.2. Tie-lines and correlation A complete thermodynamic characterisation of the phase segregation behaviour needs the determination of the tie-lines for each system, since it gives an idea of the amount of surfactant-rich phase obtained in relation to the salt-rich phase. Hence, the tielines for these binodal curves were calculated on the basis of the lever arm rule applied to the relationship between the mass phase composition and the overall system composition [22]. The mathematical expressions used are shown below: wI1 ¼ wF1 1R wII1 ; R R ð5Þ 152 E. Gutiérrez et al. / J. Chem. Thermodynamics 70 (2014) 147–153 FIGURE 4. Plot of experimental and correlated phase diagram and experimental tie-lines of {Tween 20 (1) + salt (2) + H2O (3)}: at T = 298.15 K. Void symbols represent experimental phase diagram, and full symbols represent tie-line data. (r), (NH4)2Fe(SO4)2; (s), MgSO4; (}), (NH4)2HPO4; (4), (NH4)2SO4; (h), (NH4)2C4H4O6. TABLE 9 Parameters of equation (9) and standard deviation for {non-ionic surfactant (1) + salt (2) + H2O (3)} at T = 298.15 K. Triton X-100 (1) + (NH4)2Fe(SO4)2 (2) + H2O (3) Triton X-100 (1) + MgSO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2HPO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2SO4 (2) + H2O (3) Triton X-100 (1) + (NH4)2C4H4O6 (2) + H2O (3) Tween 20 (1) + (NH4)2Fe(SO4)2 (2) + H2O (3) Tween 20 (1) + MgSO4 (2) + H2O (3) Tween 20 (1) + (NH4)2HPO4 (2) + H2O (3) Tween 20 (1) + (NH4)2SO4 (2) + H2O (3) Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O (3) k b R2 0.0544 0.1078 0.0702 0.0618 0.0444 0.1133 0.1027 0.1281 0.1875 0.0694 0.4659 2.8696 1.1836 1.2731 0.7351 3.1235 2.6078 3.3605 7.4938 1.7233 0.999 0.999 0.994 0.997 0.984 0.989 0.996 0.977 0.982 0.999 wI2 ¼ wF2 1R wII2 ; R R ð6Þ where F, I and II represent the feed, the top phase, and the bottom phase, respectively; w1 and w2 are the mass fraction of non-ionic surfactant and salt, respectively; and R is the following measured ratio: R¼ Weight of the top phase : Weight of the mixture ð7Þ The lie-lines lengths (TLL) for the different compositions were calculated by the equivalent expression of the tie-lines obtained from the relationship between the top, bottom and feed composition according to: E. Gutiérrez et al. / J. Chem. Thermodynamics 70 (2014) 147–153 TLL ¼ h 2 2 i1=2 wI1 wII1 þ wI2 wII2 ; ð8Þ where the equilibrium mass fraction of the non-ionic surfactant (1) and the organic or inorganic salt (2), in the upper (I) and bottom (II) phases, are represented. The numerical data of the tie-lines obtained for each ternary system are given in table 8, and are graphically shown in figures 3 and 4. From the data obtained, it seems clear that the increase in the salt concentration in the bottom phase leads to more non-ionic surfactant being salted out to the top phase, which in turn is associated with an increase in the TLL. Furthermore, the evaluation of the extraction capacity reveals that ammonium tartrate is the salt leading to lower concentrations of surfactant in the top phase, no matter what surfactant is used. Contrary to this, magnesium sulfate and ammonium sulfate are the salts able to salt out more Triton X-100 and Tween 20 to the top phase, respectively. A two-parameter equation derived from the binodal theory [32] was used for the correlation of the experimental tie-line data. ln wI2 wII2 ¼ b þ k wII1 wI1 ; ð9Þ in which the fitting parameters k and b are the salting-out coefficient and the constant related to the activity coefficient, respectively. The values of the fitting parameters are listed in table 9, together with the corresponding correlation coefficients (R2). As can be seen, this equation provides good reliability for the correlation of the tie line data. The increase of the fitting parameter k, points a greater salting-out ability of salts [28,32]. On the basis of these values, conclusions similar to those observed for the TLLs are obtained, since ammonium tartrate and ammonium or magnesium sulfate are the salts providing the lowest and highest extraction capacity, respectively. 4. Conclusions The solubility data of the systems {(Triton X-100 or Tween 20) + (NH4)2Fe(SO4)2 or MgSO4 or (NH4)2HPO4 or (NH4)2SO4 or (NH4)2C4H4O6 + H2O} were ascertained at T = 298.15 K by the cloud point method and were successfully correlated by different empirical equations. The analysis of the data in terms of decisive thermodynamic functions such as DhydG and DhydS, as well as of the Jones–Dole viscosity B-coefficient led to the conclusion that the iron salt is the one providing a greater immiscibility region. This study marks the first time that this salt is used as a saltingout agent, and demonstrates its suitability as phase segregation promoter. The efficiency of the extraction was investigated by means of tie-line data, and ammonium sulfate turned out to be the salt leading to higher values of the parameter k. E. Gutierrez thanks University of Vigo for funding through a master grant. F. J. 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[30] H.D.B. Jenkins, Y. Marcus, Chem. Rev. 95 (1995) 2695–2724. [31] J.P. Martins, J.S.R. Coimbra, F.C. Oliveira, G. Sanaiotti, C.A.S. Silva, L.H.M. Silva, M.C.H. Silva, J. Chem. Eng. Data 55 (2010) 1247–1251. [32] Y. Guan, T.H. Lilley, T.E. Treffry, Macromolecules 26 (1993) 3971–3979. Acknowledgements This work has been supported by the Spanish Ministry of Economy and Competitiveness and FEDER funds (IPT-310000-2010-17). 153 JCT 13-575 ANNEX 12 INFLUENCE OF THE ADDITION OF TWEEN 20 ON THE PHASE BEHAVIOUR OF IONIC LIQUIDS-BASED AQUEOUS SYSTEMS (JOURNAL OF CHEMICAL THERMODYNAMICS, 2014, 79: 178-183). J. Chem. Thermodynamics 79 (2014) 178–183 Contents lists available at ScienceDirect J. Chem. Thermodynamics journal homepage: www.elsevier.com/locate/jct Influence of the addition of Tween 20 on the phase behaviour of ionic liquids-based aqueous systems María S. Álvarez, Ana Mateo, Francisco J. Deive ⇑, M. Ángeles Sanromán, Ana Rodríguez ⇑ Department of Chemical Engineering, Universidade de Vigo, P.O. Box 36310, Vigo, Spain a r t i c l e i n f o Article history: Received 21 July 2014 Received in revised form 1 August 2014 Accepted 2 August 2014 Available online 9 August 2014 Keywords: Ionic liquids Aqueous biphasic systems Tween 20 Imidazolium Potassium salts a b s t r a c t The addition of a non-ionic surfactant (Tween 20) to 1-ethyl-3methyl imidazolium alkylsulfate (C2C1imCnSO4)-based aqueous biphasic systems was investigated in this work. The solubility curves of the systems {(C2C1imCnSO4 (n = 2 and 8) + Tween 20) + high charge density salt (K3PO4/K2CO3/ K2HPO4) + H2O} were carried out at T = 298.15 K. The obtained experimental data were correlated by using three empirical equations. The molar Gibbs free energy of hydration (DhydG) is a valuable parameter to analyse the segregation capacity provided by the inorganic salts. Additionally, the efficiency of the separation capacity was discussed in terms of the salting out potential of the selected salts and the presence of Tween 20. Othmer–Tobias and Bancroft equations have been used to correlate the experimental tie-line data. Ó 2014 Elsevier Ltd. All rights reserved. 1. Introduction Currently, the hunt for more competitive and greener processes has led to the application of ionic liquids, neoteric solvents with outstanding properties such as their negligible volatility and tunability [1,2], in a range of fields such as electrochemistry, analytical chemistry, or chemical engineering, to name a few [3]. In this sense, one of the areas that has benefitted from the presence of these molten salts is the separation of compounds with industrial interest by means of (liquid + liquid) equilibrium [4–6]. Among the existing alternatives, the segregation of phases in systems containing aqueous solutions of ionic liquids is a field with booming interest since 2003, when Gutowski and co-workers published the first work on the capacity of hydrophilic ionic liquids to form aqueous biphasic systems (ABS) [7]. This separation strategy generally consists in adding an inorganic salt to aqueous solutions of ionic liquids, thus triggering phase disengagement: an upper aqueous phase mainly composed of ionic liquid and a lower aqueous layer rich in inorganic salt [8]. In this work, 1-ethyl-3-methyl imidazolium ethylsulfate and octylsulfate have been selected as model ionic liquids to be salted out in aqueous solutions, since they are reasonably cheap, they can be easily synthesized in an atomefficient and halide-free way, they display relatively low viscosities and melting points [9], and they belong to one of the most ⇑ Corresponding authors. Tel.: +34 986 81 87 23. E-mail addresses: [email protected] (F.J. Deive), [email protected] (A. Rodríguez). http://dx.doi.org/10.1016/j.jct.2014.08.004 0021-9614/Ó 2014 Elsevier Ltd. All rights reserved. representative families (1-ethyl-3methyl imidazolium) already synthesized at levels higher than one ton per year [10]. Different types of ABS have been described in the literature, such as those exclusively formed by a polymer and a salt, a polymer and a polymer, an ionic liquid and a salt, an ionic liquid and a polymer, and a surfactant and a salt [11–15]. The latter has been reported to be advantageous in terms of cost, availability at bulk quantities, biodegradability, lower interface tension, mild operation temperatures and wider immiscibility window. Thus, in this study, the phase segregation capacity of different potassium-based inorganic salts was studied in aqueous mixtures of ionic liquids and a model non-ionic surfactant (Tween 20). This family is commonly used in industrial biotechnology, for instance in enzyme production processes or bioremediation studies, and has been reported to act even as nutrient in culture media [16,17]. In recent research works, the suitability of this kind of non-ionic surfactants (Tween 20) to extract biomolecules [18], industrial dyes [19] and metals [20] has already demonstrated. Additionally, the applicability of C2C1imCnSO4 has also been concluded for enzyme separation [8,21]. Therefore, in this study we intend to shed light on the ABS behaviour of both compounds mixed (nonionic surfactants and ionic liquids at ratios 25:75 and 75:25, respectively) in the presence of the inorganic salts K3PO4, K2HPO4 and K2CO3. These salts are well-known salting out agents, as predicted by the Hofmeister series, so their segregation capacity was discussed in this work by analysing the solubility curves at T = 298.15 K and the molar Gibbs free energy of hydration (DhydG). Three empirical equations were employed to correlate the 179 M.S. Álvarez et al. / J. Chem. Thermodynamics 79 (2014) 178–183 experimental solubility data. The segregation capacity was also evaluated in terms of tie-line data, tackling the slope (S) and the tie-line length (TLL). Othmer–Tobias and Bancroft models were used to evaluate the consistency of the tie-line data [22]. 2. Experimental 2.1. Chemicals The ionic liquids 1-ethyl-3-methyl imidazolium ethylsulfate (C2C1imC2SO4) and 1-ethyl-3-methyl imidazolium octylsulfate (C2C1imC8SO4) were provided by Merck. They were subjected to vacuum of P = 101 Pa and temperature T = 330.15 K for several days in order to remove moisture and possible traces of organic volatile compounds. The inorganic salts K3PO4, K2HPO4 and K2CO3 were supplied by Sigma–Aldrich and were used as received, without further purification. The non-ionic surfactant Tween 20, polyethoxylated sorbitan monolaurate was purchased from Sigma–Aldrich. All the data concerning chemicals purities and provenance are shown in table 1. 2.2. Experimental procedure The solubility curves were empirically ascertained by means of the cloud point titration method [23] in a jacketed glass vessel containing a magnetic stirrer at atmospheric pressure, 101.33 kPa. The temperature was controlled at T = 298.15 K with a F200 ASL digital thermometer with an uncertainty of T = ±0.01 K. Known amounts of Tween 20 and C2C1imCnSO4 in aqueous solution were introduced to a vessel, and the immiscibility window was mapped by sequential additions of inorganic salt (K3PO4, K2HPO4 and K2CO3) and water, until the detection of a turbid and clear solution, respectively. Additionally, a mixture with known mass fraction at the biphasic region was prepared to determine the tie-lines (TLs), in accordance with the protocol defined by Merchuk [24]. Briefly, after a vigorous stirring, the mixture was left to settle for 24 h to allow a complete phase separation. Top and bottom layers were then separated and weighted, and the level arm rule was used to determine each TL composition. The estimated uncertainty associated with the determination of the surfactant (top) and salt (bottom) phases mass compositions is ±2%. All the samples were weighed in an analytical Sartorius Cubis MSA balance (125P-100-DA, ±105 g). are collected in tables 2 and 3, and they are plotted in figures 1 and 2. The data obtained can be analysed in the light of the surfactant addition, the alkyl chain length in the ionic liquid anion, and the salting out potential of the selected inorganic salt. These factors have proven to be crucial to achieve phase segregation. The formation of an upper (ionic liquid/surfactant)-rich phase is observed, in line with previous investigations by Wang et al. (2004), who concluded that ionic liquids and surfactants form an organised moiety: not only does the ionic liquid act as a specific solvent, but also as a co-surfactant [25]. Additionally, it becomes patent that the increase of the surfactant concentration from 25% to 75% entails immiscibility regions closer to the origin, no matter the ionic liquid or inorganic salt employed. The comparison of the obtained data with the systems containing the pure surfactant (100% Tween 20) and ionic liquid (100% C2C1imCnSO4), reported by Álvarez et al. [22] and Deive et al. [26], respectively, reveals a close agreement with the observed trends. The explanation of this behaviour may be related to the increased hydrophobicity provided by the non-ionic surfactant. Thus, the competition between the mixture ionic liquid/surfactant and the inorganic salt for the water molecules is easily won when the first is more hydrophobic, due to they establish weaker hydrogen-bonds with water. This is coincident with other types of ABS involving ionic liquids and PEG [14,27]. The observed trends pose undoubted advantages related to the process economy and supply logistics. TABLE 2 Binodal data in mass fraction for {(C2C1imC2SO4 + Tween 20) (1) + salt (2) + H2O (3)} two-phase systems for different surfactants concentrations at T = 298.15 K, P = 101.33 kPa.a K3PO4 100 w2 3. Results and discussion 3.1. Phase diagrams determination and correlation Up to our knowledge, this is the first time that the ABS resulting from the combination of the non-ionic surfactant Tween 20 with an ionic liquid and a high charge density inorganic salt is investigated. Thus, (liquid + liquid) de-mixing was characterised for the systems {(C2C1imCnSO4 (n = 2 and 8) + Tween 20) + (K3PO4 or K2CO3 or K2HPO4) + H2O} at T = 298.15 K. The experimental solubility data TABLE 1 Purities and suppliers of chemicals.a a Chemical Supplier Mass fraction purity K3PO4 K2CO3 K2HPO4 Tween 20 C2C1imCnSO4 Sigma–Aldrich 0.98 0.99 0.98 0.98 0.98 Merck Deionised water was used in all the experiments. a K2HPO4 100 w1 2.83 3.53 4.32 4.84 5.40 5.92 6.24 6.74 7.06 7.49 8.00 8.13 8.50 8.89 9.17 9.31 9.66 9.97 10.02 51.43 46.06 42.48 38.73 35.58 32.41 28.34 25.66 22.72 20.79 17.14 15.28 13.39 10.87 9.37 8.00 5.66 3.45 2.54 10.36 10.57 10.80 10.95 11.02 11.01 11.03 11.05 11.09 11.00 10.94 11.01 11.37 11.71 25.96 23.03 20.14 17.57 15.32 13.41 8.21 6.99 5.61 11.32 9.74 13.41 3.17 1.96 100 w2 K2CO3 100 w1 100 w2 25% C2C1imC2SO4 + 75% Tween 20 2.21 53.74 4.07 6.95 19.35 4.98 7.63 15.85 5.96 8.06 12.32 6.45 8.43 10.21 6.93 8.65 8.36 7.33 8.89 6.56 7.43 9.24 4.75 7.69 9.44 3.58 8.01 3.44 47.75 7.16 4.33 41.93 7.92 4.98 37.26 8.64 5.48 33.48 8.31 5.84 31.17 8.87 6.15 28.62 9.20 6.43 26.21 7.00 22.15 75% C2C1imC2SO4 + 25% Tween 20 8.30 32.48 8.65 8.88 28.56 8.75 9.15 25.10 9.02 9.38 23.11 9.04 9.49 18.68 9.07 9.64 17.10 9.02 9.45 20.29 9.07 9.69 15.19 9.22 9.70 12.49 9.09 9.65 9.90 9.54 9.78 7.53 8.37 9.79 5.88 9.90 9.99 3.02 100 w1 46.42 38.90 33.71 28.43 24.77 20.48 18.54 16.22 13.26 23.22 10.99 6.40 9.09 3.24 1.80 29.98 26.16 22.55 20.32 17.37 15.02 13.42 10.76 8.73 4.83 33.38 2.58 Standard uncertainties are u(w) = ± 0.0002, u(T) = ± 0.01 K; u(P) = ± 0.03 kPa. 180 M.S. Álvarez et al. / J. Chem. Thermodynamics 79 (2014) 178–183 0.16 TABLE 3 Binodal data in mass fraction for {(C2C1imC8SO4 + Tween 20) (1) + salt (2) + H2O (3)} two-phase systems for different surfactants concentrations at T = 298.15 K, P = 101.33 kPa.a a 100 w1 1.09 1.36 1.65 2.35 3.26 4.18 4.90 5.59 6.21 6.58 6.99 7.21 7.65 8.17 8.65 8.97 9.11 9.56 9.93 14.86 17.11 17.14 51.60 49.93 48.32 45.21 42.12 37.57 32.91 29.49 26.88 23.79 21.66 19.78 16.58 13.78 11.34 9.30 7.29 5.25 3.13 0.27 0.02 0.02 2.56 2.99 3.94 3.98 4.65 5.32 6.53 6.84 7.89 8.55 9.27 10.18 10.71 11.10 12.30 12.73 13.42 13.96 16.53 18.20 19.52 51.46 49.10 45.15 44.21 40.84 37.87 31.61 29.03 25.48 23.07 19.13 16.60 13.88 11.90 9.60 7.10 4.37 2.58 2.55 1.14 0.54 100 w2 0.12 K2CO3 100 w1 25% C2C1imC8SO4 + 75% Tween 20 1.32 48.26 1.90 44.99 2.43 40.74 3.67 37.81 4.01 35.96 4.66 32.28 5.81 27.60 6.12 25.44 6.15 23.16 6.66 20.33 7.10 18.13 7.50 15.79 7.63 12.50 8.26 9.77 8.67 7.02 9.23 3.97 100 w2 2.91 3.44 4.22 4.81 5.58 5.76 6.22 6.75 7.13 7.56 7.95 8.38 8.67 8.99 75% C2C1imC8SO4 + 25% Tween 20 3.52 49.85 6.67 3.97 43.44 8.48 4.69 38.29 9.83 5.64 35.96 10.95 6.05 33.11 12.11 7.08 30.34 13.23 7.65 27.85 13.78 8.27 24.95 15.07 9.15 22.11 16.28 9.93 19.26 17.14 10.12 17.17 5.02 11.46 13.13 18.10 12.24 9.89 18.65 13.56 6.42 19.19 14.15 4.21 14.53 2.06 100 w1 45.23 41.97 36.77 31.65 27.73 24.79 22.39 18.48 15.74 12.89 9.47 6.85 4.80 2.58 w1/M1 100 w2 K2HPO4 0.08 0.04 0.00 0.00 0.08 0.16 0.24 0.32 w2/M2 FIGURE 1. Plot of experimental and correlated solubility data of {(C2C1imC2SO4 + Tween 20) (1) + salt (2) + H2O (3)} at T = 298.15 K, P = 101.33 kPa: (s), K3PO4; (4), K2HPO4; (h) K2CO3. Blue, 100% Tween 20, reference [22]; Black, 75% Tween 20; Red, 25% Tween 20; Cyan, 0% Tween 20, reference [26] (For interpretation of the references to color in this figure legend, the reader is referred to the web version of this article.). 0.15 41.61 35.27 31.72 29.29 25.99 22.61 21.22 17.44 13.59 9.58 47.75 7.87 4.87 3.11 Standard uncertainties are u(w) = ± 0.0002, u(T) = ± 0.01 K; u(P) = ± 0.03 kPa. Secondly, the comparison of the immiscibility gap for the two selected ionic liquids shown in figures 1 and 2, makes it evident the higher tendency of the octylsulfate-based ionic liquids for ABS formation, in agreement with the data reported by Deive et al. [26]. Although generally speaking, the self-aggregation of ionic liquids has been more evident for long alkyl chains in the cation [28], the present data evidence the existence of similar phenomena for the anion, thus confirming analogous hydrophobicity effects to those discussed for the surfactants. The analysis of the salting out ability of the salts under study evidences the following sequence for the selected anions (given 2 2 that the cation is fixed): PO3 4 > HPO4 > CO3 . Seemingly, the obtained data follow the Hofmeister series, an ion classification on the basis of the salting out potential of salts. As expected, trivalent anions entail more interplay with water than the divalent anions, a fact that can also be interpreted in the light of the molar Gibbs free energy of hydration (DhydG), which confirms the observed trends. Thus, the lower values of this thermodynamic parameter are related with an easier capacity to trigger phase 0.10 w1/M1 K3PO4 0.05 0.00 0.00 0.05 0.10 0.15 0.20 w2/M2 FIGURE 2. Plot of experimental and correlated solubility data of {(C2C1imC8SO4 + Tween 20) (1) + salt (2) + H2O (3)} at T = 298.15 K, P = 101.33 kPa: (s), K3PO4; (4), K2HPO4; (h) K2CO3. Blue, 100% Tween 20, reference [22]; Black, 75% Tween 20; Red, 25% Tween 20; Cyan, 0% Tween 20, reference [26] (For interpretation of the references to color in this figure legend, the reader is referred to the web version of this article.). 1 disengagement. In this sense, the value for PO3 ) 4 (2765 kJ mol 2 1 is higher than that reported for HPO4 (1789 kJ mol ), and in turn, this is higher than the one concluded for CO2 (1315 kJ 3 mol1) [29,11]. Therefore, it is confirmed that trivalent phosphate anion will be more akin to interact with water molecules, thus leading to greater immiscibility window. The experimental data were correlated by means of the following empirical equations [22]: 0:5 ½S þ IL ¼ a expðb½Salt ½S þ IL ¼ a þ b½Salt 0:5 3 c½Salt Þ; ð1Þ 2 þ c½Salt þ d½Salt ; ½S þ IL ¼ expða þ b½Salt 0:5 ð2Þ 2 þ c½Salt þ d½Salt Þ ð3Þ being [S + IL] the mass fraction of the mixture surfactant and ionic liquid, [Salt] the mass fraction of the potassium-based inorganic 181 M.S. Álvarez et al. / J. Chem. Thermodynamics 79 (2014) 178–183 TABLE 4 Parameters of equation (1) and standard deviation for {(C2C1imCnSO4 + Tween 20) (1) + salt (2) + H2O (3)}.a Ionic liquid and non ionic surfactant (1) 25% 25% 25% 25% 25% 25% 75% 75% 75% 75% 75% 75% a C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween 20 20 20 20 20 20 20 20 20 20 20 20 Salt (2) H2O (3) K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 a H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O b 0.5926 0.6438 0.7953 0.5043 0.5669 0.5403 3.62 104 3.39 104 1.39 105 0.9271 0.9458 0.6779 r c 0.7042 0.9296 1.3934 0.6015 1.5655 0.6748 25.92 31.45 38.29 3.4794 3.6147 1.5453 3 2.19 10 2.65 103 2.70 103 2.15 103 2.15 103 3.08 103 3.05 103 3.06 103 2.97 103 6.43 102 5.40 102 2.5 102 0.0108 0.0101 0.0234 0.0088 0.0133 0.0096 0.0323 0.0370 0.0402 0.0083 0.0138 0.0137 Standard deviation (r) was calculated by means of equation (4). salts, and a, b, c, and d the fitting parameters. The values of these parameters are collected in tables 4–6, together with the standard deviations (r), which were calculated by means of the following equation: r¼ PnDAT i ðzexp zadjust Þ2 nDAT 3.2. Tie-lines determination and correlation After having determined the phase behaviour of the systems under study, the composition of the top and bottom phases were determined by simple mass balances, using the correlation equation (2), since it turned out to be the most suitable one to describe the ABS. Two typical parameters used to describe the phase separation are the tie-line length (TLL) and the slope of the tie lines (S), which expressions are given below: !1=2 ð4Þ ; h i 2 2 0:5 TLL ¼ ðwI1 wII1 Þ þ ðwI2 wII2 Þ ; where the experimental and adjustable solubility data are represented by zexp and zadjust, respectively and nDAT is the number of experimental data. From the deviations obtained (tables 4–6), it seems evident that the four parameters-based equation (2) is the one able to describe in a more suitable manner the experimental solubility data, which is also in agreement with previous works on surfactant-based ABS [22]. S¼ ð5Þ wI1 wII1 ; wI2 wII2 ð6Þ where the equilibrium mass fraction of the mixture surfactant and ionic liquid (1) and the inorganic salt (2), in the mixture surfactant TABLE 5 Parameters of equation (2) and standard deviation for {(C2C1imCnSO4 + Tween 20) (1) + salt (2) + H2O (3)}.a a Ionic liquid and non ionic surfactant (1) Salt (2) H2O (3) a b c d r 25% 25% 25% 25% 25% 25% 75% 75% 75% 75% 75% 75% K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O 0.6733 0.5870 2.9120 0.4640 0.5994 0.6741 4.7343 3.6752 3.9760 0.9759 1.3973 1.3351 0.1377 1.0519 23.84 1.0872 1.1560 0.2456 31.50 10.58 11.72 2.8731 7.2962 6.0976 6.3151 8.8087 68.40 7.2829 1.2571 5.9496 79.36 2.2994 2.8037 1.2789 13.81 11.21 5.6113 6.3900 235.87 5.7882 39.4900 5.1655 238.9 2.9561 2.9755 2.7035 28.56 21.33 0.0055 0.0095 0.0162 0.0047 0.0100 0.0040 0.0321 0.0327 0.0358 0.0053 0.0097 0.0038 C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween 20 20 20 20 20 20 20 20 20 20 20 20 Standard deviation (r) was calculated by means of equation (4). TABLE 6 Parameters of equation (3) and standard deviation for {(C2C1imCnSO4 + Tween 20) (1) + salt (2) + H2O (3)}.a a Ionic liquid and non ionic surfactant (1) Salt (2) H2O (3) a b c d r 25% 25% 25% 25% 25% 25% 75% 75% 75% 75% 75% 75% K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O 1.2464 0.6922 1.5000 2.1431 1.2992 2.9208 36.91 17.02 17.25 1.1674 1.8826 5.6250 26.48 19.88 7.7352 39.57 31.46 48.26 276.68 51.82 54.16 19.30 25.33 56.64 107.02 88.45 10.91 151.81 131.36 184.23 690.16 27.13 27.63 57.14 69.48 141.01 650.98 657.32 356.39 788.59 794.04 998.90 1919.2 37.49 37.23 259.74 254.56 294.99 0.0106 0.0091 0.0240 0.0079 0.0095 0.0090 0.0323 0.0375 0.0383 0.0085 0.0121 0.0091 C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween 20 20 20 20 20 20 20 20 20 20 20 20 Standard deviation (r) was calculated by means of equation (4). 182 M.S. Álvarez et al. / J. Chem. Thermodynamics 79 (2014) 178–183 TABLE 7 Experimental tie-lines in mass fraction for {(C2C1imCnSO4 + Tween 20) (1) + salt (2) + H2O (3)} at T = 298.15 K, P = 101.33 kPa. a Surfactant and ionic liquid-rich phase Inorganic salt-rich phase 100wI1 100wI2 100wII1 TLL S 25.66 35.58 51.43 6.74 5.40 2.83 {(25% C2C1imC2SO4 + 75% Tween 20) (1) + K3PO4 (2) + H2O (3)} 1.49 12.81 0.50 14.19 0.12 15.71 25.78 36.50 52.88 3.62 3.77 4.01 31.17 51.52 41.93 5.84 2.70 4.33 {(25% C2C1imC2SO4 + 75% Tween 20) (1) + K2HPO4 (2) + H2O (3)} 1.75 11.04 0.02 14.14 0.83 12.42 32.68 52.76 43.18 3.99 4.24 4.04 24.77 33.71 46.42 6.93 5.96 4.07 {(25% C2C1imC2SO4 + 75% Tween 20) (1) + K2CO3 (2) + H2O (3)} 0.02 14.00 0.00 16.10 0.00 18.31 25.74 35.20 48.61 3.50 3.33 3.22 26.88 37.57 49.93 6.21 4.18 1.65 {(25% C2C1imC8SO4 + 75% Tween 20) (1) + K3PO4 (2) + H2O (3)} 1.49 12.81 0.27 14.86 0.02 17.11 26.24 38.80 50.71 3.85 3.49 3.12 42.57 53.03 32.28 2.49 0.05 4.66 {(25% C2C1imC8SO4 + 75% Tween 20) (1) + K2HPO4 (2) + H2O (3)} 0.06 14.04 0.02 16.23 0.17 12.42 44.05 55.46 33.03 3.68 3.27 4.14 27.73 36.77 45.23 5.58 4.22 2.91 {(25% C2C1imC8SO4 + 75% Tween 20) (1) + K2CO3 (2) + H2O (3)} 0.39 11.80 0.60 13.02 0.80 14.29 28.16 37.22 45.83 4.41 4.11 3.96 11.32 18.64 25.96 11.00 10.65 10.36 {(75% C2C1imC2SO4 + 25% Tween 20) (1) + K3PO4 (2) + H2O (3)} 0.53 12.94 0.18 13.69 0.06 14.37 11.55 18.71 26.23 5.93 6.07 6.23 15.19 20.29 25.10 9.69 9.45 9.15 {(75% C2C1imC2SO4 + 25% Tween 20) (1) + K2HPO4 (2) + H2O (3)} 0.41 11.96 0.28 12.84 0.06 14.16 15.78 20.45 25.54 4.36 4.70 4.99 17.37 22.55 29.98 9.07 9.02 8.65 {(75% C2C1imC2SO4 + 25% Tween 20) (1) + K2CO3 (2) + H2O (3)} 0.39 11.52 0.24 11.96 0.24 13.11 17.55 23.26 30.07 6.94 6.82 6.67 44.21 49.10 51.46 3.98 2.99 2.56 {(75% C2C1imC8SO4 + 25% Tween 20) (1) + K3PO4 (2) + H2O (3)} 2.55 16.53 1.14 18.20 0.54 19.52 43.51 50.31 53.67 3.32 3.15 3.00 24.95 35.96 49.09 8.27 5.64 3.25 {(75% C2C1imC8SO4 + 25% Tween 20) (1) + K2HPO4 (2) + H2O (3)} 0.16 19.00 0.17 20.50 0.17 22.52 27.23 38.47 52.31 2.20 2.54 2.68 25.99 35.27 47.75 12.11 8.48 5.02 {(75% C2C1imC8SO4 + 25% Tween 20) (1) + K2CO3 (2) + H2O (3)} 0.17 26.28 0.41 29.96 0.58 34.02 28.21 39.33 52.85 2.15 2.10 2.07 100wII2 Standard uncertainties are u(w) = ±0.0002, u(T) = ±0.01 K; u(P) = ±0.03 kPa. TABLE 8 Parameters of Othmer–Tobias equation and correlation coefficient for {(C2C1imCnSO4 + Tween 20) (1) + salt (2) + H2O (3)}. Ionic liquid and non ionic surfactant (1) 25% 25% 25% 25% 25% 25% 75% 75% 75% 75% 75% 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween 20 20 20 20 20 20 20 20 20 20 20 20 Salt (2) K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 H2O (3) H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O a 4.8034 2.9881 3.0636 2.9468 2.7407 3.5071 6.4927 3.0714 4.4180 1.4434 4.9037 2.6085 R2 b 4 3.02 10 4.21 103 1.20 102 9.62 103 9.71 103 2.23 103 2.70 105 1.16 102 5.42 104 1.21 101 2.39 103 1.96 101 0.993 0.992 0.995 0.999 0.995 0.999 0.999 0.975 0.969 0.987 0.997 0.998 183 M.S. Álvarez et al. / J. Chem. Thermodynamics 79 (2014) 178–183 TABLE 9 Parameters of Bancroft equation and correlation coefficient for {(C2C1imCnSO4 + Tween 20) (1) + salt (2) + H2O (3)}. Ionic liquid and non ionic surfactant (1) Salt (2) H2O (3) k r R2 25% 25% 25% 25% 25% 25% 75% 75% 75% 75% 75% 75% K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 K3PO4 K2HPO4 K2CO3 H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O 5.4648 6.3676 4.3301 4.9035 5.4668 5.7246 5.4038 4.6320 5.7850 4.4427 2.4806 1.9311 0.2046 0.3131 0.3398 0.3414 0.3854 0.3015 0.1113 0.2908 0.1990 0.6359 0.2829 0.4172 0.995 0.988 0.993 0.999 0.990 0.998 0.996 0.966 0.950 0.977 0.985 0.996 C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 75% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% C2C1imC2SO4 + 25% Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween Tween 20 20 20 20 20 20 20 20 20 20 20 20 and ionic liquid-rich phase (I) and potassium salt-rich phase (II), are represented. The TLL and S data obtained for each system are compiled in table 7, together with the layers compositions. From the data presented, it is evident that higher salt concentrations are correlated with greater TLL values, which is due to the fact that as more salt is added to the aqueous solution of Tween 20 and C2C1imCnSO4, more surfactant and ionic liquid is segregated to the upper phase. The analysis of the TL consistency was carried out by fitting the experimental data to Othmer–Tobias and Brancroft [30,22] equations: a 1 wI1 1 wII2 ¼b ; I II w1 w2 ð7Þ II I r w3 w3 ¼ k ; wII2 wI1 ð8Þ being a, b, k and r the fitting parameters, w the mass fraction, subscripts 1, 2 and 3 the mixture (Tween 20 + C2C1imCnSO4), the potassium-based salt and water, respectively, and superscripts I and II the (ionic liquid and surfactant) rich-phase and salt-rich phase, respectively. In tables 8 and 9, all the parameters defining both models are collected, together with the correlation factor R2. In general terms, on the basis of the values of this correlation coefficient, it is possible to conclude that Othmer–Tobias model entails a better description of the experimental data for both ionic liquids, no matter the salt employed, in agreement with previous works on this topic [22]. 4. Conclusions In this work, the suitability of a non-ionic surfactant to assist in the formation of ionic-liquid based ABS has been demonstrated. The increase of surfactant concentration has led to greater immiscibility windows, which is advantageous from both an extraction an economic point of view. It was confirmed that the Hofmeister series and the molar Gibbs free energy of hydration are valuable tools to predict the salting out potential of the selected inorganic salts in systems involving mixtures of ionic liquids and surfactants. All the experimental solubility data were suitably correlated by means of three and four parameter-based empirical equations. Additionally, Othmer–Tobias model served our goal to properly describe the TL data. Acknowledgements This work has been supported by the Spanish Ministry of Economy and Competitiveness and EDERF funds (project CTM201231534). References [1] M.J. Earle, J.M.S.S. Esperança, M.A. Gilea, J.N. Canongia Lopes, L.P.N. Rebelo, J.W. Magee, K.R. Seddon, J.A. Widegren, Nature 439 (2006) 831–834. [2] E.F. Borra, O. Seddiki, R. Angel, D. Eisenstein, P. Hickson, K.R. Seddon, S.P. Worden, Nature 447 (2007) 979–981. [3] N.V. Plechkova, K.R. Seddon, Chem. Soc. Rev. 37 (2008) 123–150. [4] A. Rodríguez, J. Canosa, J. Tojo, J. Chem. Thermodyn. 33 (2001) 1383–1397. [5] A.B. Pereiro, A. Rodríguez, Green Chem. 11 (2009) 346–350. [6] U. Domanska, K. Walczak, M. Zawadzki, J. Chem. Thermodyn. 69 (2014) 27–35. [7] K.E. Gutowski, G.A. Broker, H.D. Willauer, J.G. Huddleston, R.P. Swatloski, J.D. Holbrey, R.D. Rogers, J. Am. Chem. Soc. 125 (2003) 6632–6633. [8] F.J. Deive, A. Rodríguez, A.B. Pereiro, J.M.M. Araújo, M.A. Longo, M.A.Z. Coelho, J.N. Canongia Lopes, J.M.S.S. Esperança, L.P.N. Rebelo, I.M. Marrucho, Green Chem. 13 (2011) 390–396. [9] M. Petkovic, K.R. Seddon, L.P.N. Rebelo, C.S. Pereira, Chem. Soc. Rev. 40 (2011) 1383–1403. [10] A.B. Pereiro, F.J. Deive, J.M.S.S. Esperança, A. Rodríguez, Fluid Phase Equilib. 291 (2010) 13–17. [11] X. Zhao, X. Xie, Y. Yan, Thermochim. Acta 516 (2011) 46–51. [12] M.G. Antov, D.M. Pericin, Enzyme Microb. Technol. 28 (2000) 467–472. [13] F.J. Deive, A. Rodríguez, J. Chem. Thermodyn. 54 (2012) 272–277. [14] M.G. Freire, J.F.B. Pereira, M. Francisco, H. Rodriguez, L.P.N. Rebelo, R.D. Rogers, J.A.P. Coutinho, Chem. Eur. J. 18 (2012) 1831–1839. [15] G. Ulloa, C. Coutens, M. Sánchez, J. Sineiro, A. Rodríguez, F.J. Deive, M.J. Núñez, J. Chem. Thermodyn. 47 (2012) 62–67. [16] L.F. Bautista, R. Sanz, M.C. Molina, N. González, D. Sánchez, Int. Biodeterior. Biodegrad. 63 (2009) 913–922. [17] M.A.O. da Silva, M.A.Z. Arruda, Talanta 77 (2009) 985–990. [18] G. Ulloa, C. Coutens, M. Sánchez, J. Sineiro, J. Fábregas, F.J. Deive, A. Rodríguez, M.J. Núñez, Green Chem. 14 (2012) 1044–1051. [19] M.S. Álvarez, F. Moscoso, A. Rodríguez, M.A. Sanromán, F.J. Deive, Bioresour. Technol. 146 (2013) 689–695. [20] M.S. Álvarez, E. Gutiérrez, A. Rodríguez, M.Á. Sanromán, F.J. Deive, Ind. Eng. Chem. Res. 53 (2014) 8615–8620. [21] F.J. Deive, A. Rodríguez, L.P.N. Rebelo, I.M. Marrucho, Sep. Purif. Technol. 97 (2012) 205–210. [22] M.S. Álvarez, F. Moscoso, F.J. Deive, M.Á. Sanromán, A. Rodríguez, J. Chem. Thermodyn. 55 (2012) 151–158. [23] P.A. Albertsson, Aqueous Polymer-Phase Systems, John Wiley and Sons, New York, 1986. [24] J.C. Merchuk, B.A. Andrews, J.A. Asenjo, J. Chromatogr. B 711 (1998) 285–293. [25] L. Wang, X. Chen, Y. Chai, J. Hao, Z. Sui, W. Zhuang, Z. Sun, Chem. Commun. (2004) 2840–2841. [26] F.J. Deive, A. Rodríguez, I.M. Marrucho, L.P.N. Rebelo, J. Chem. Thermodyn. 43 (2011) 1565–1572. [27] H. Rodríguez, M. Francisco, M. Rahman, N. Sun, R.D. Rogers, Phys. Chem. Chem. Phys. 11 (2009) 10916–10922. [28] M.G. Freire, A.F.M. Claudio, J.M.M. Araújo, J.A.P. Coutinho, I.M. Marrucho, J.N. Canongia Lopes, L.P.N. Rebelo, Chem. Soc. Rev. 41 (2012) 4966–4995. [29] Y. Marcus, J. Chem. Soc. Faraday Trans. 87 (1991) 2995–2999. [30] D.F. Othmer, P.E. Tobias, Ind. Eng. Chem. 34 (1942) 693–696. JCT 14-412 ANNEX 13 ENVIRONMENTALLY BENIGN SEQUENTIAL EXTRACTION OF HEAVY METALS FROM MARINE SEDIMENTS (INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2014, 53: 86158620). Article pubs.acs.org/IECR Environmentally Benign Sequential Extraction of Heavy Metals from Marine Sediments María S. Á lvarez, Esther Gutiérrez, Ana Rodríguez, M. Á ngeles Sanromán, and Francisco J. Deive* Department of Chemical Engineering, University of Vigo, Vigo, Pontevedra 36310, Spain S Supporting Information * ABSTRACT: An environmentally friendly heavy metals remediation process from polluted marine sediments is proposed. The efficiency of three organic and inorganic salts (ammonium acetate, ammonium nitrate, and sodium potassium tartrate) to salt out these pollutants was ascertained in sediment washing waters containing nonionic surfactants. The immiscibility regions were correlated by means of three known models, and the experimental data were interpreted in the light of thermodynamic parameters such as Gibbs free energy of hydration and molar entropy of hydration. The proposed process was applied to model aqueous solutions containing two representative heavy metals (zinc and copper). The viability of the suggested strategy was checked in real contaminated marine sediments by including a sequential treatment: marine sediment washing−contaminant extraction, which led to total remediation values higher than 80% for copper and 90% for zinc. 1. INTRODUCTION Heavy metals are in the limelight because they have been recognized as carcinogenic, persistent, and bioaccumulative contaminants.1 These pollutants are widely found in nature as a result of anthropogenic activities, including industrial and domestic wastewater. The high solubility in aqueous solutions of these metals makes it possible for them to be found as watersoluble species, suspended forms, colloids, and sedimentary phases. Coastal and marine sediments are considered one of the ecological niches most probably affected by this kind of contamination, since more than 99% of heavy metals entering the aquatic ecosystems can be stored in sediments in various forms.2,3 Nonetheless, the variation of the physicochemical properties of water could revert the fixation of metals to a solubilized form, thus being bioavailable again for living beings. In this sense, dredging activities involve the generation of great amounts of polluted marine sediments that should be treated. The relevance of this statement is patent when analyzing examples such as the number of remediation actions in the USA (71 projects) focused on the treatment of more than 4.5 million m3 of contaminated sediments.4 Bearing this in mind, the search of efficient sediments remediation strategies are a very active field of research. The remediation methods are often classified into ex situ and in situ, depending on the place where the treatment is carried out. Thus, amendment, sand cap, and phytoremediation have already been recommended as in situ alternatives, due to their low cost and more benignity to natural hydrological conditions. On the other hand, washing, electrokinetic remediation, immobilization, flotation, and ultrasonic-assisted extraction have been proposed as viable ex situ remediation processes.5,6 Among the above-mentioned methods, in this work, we have focused on sediment washing, since it is a commonly used technique due to its inherent operational simplicity. This strategy consists of transferring metal ions from dredged samples to aqueous solutions. The efficiency of this process can be improved by the addition of specific compounds such as © 2014 American Chemical Society acids, chelating agents, and surfactants, which have been proved to further contaminant solubilization, dispersion, and desorption. Therefore, the use of nonionic surfactants (Triton X-100 and Tween 20) and KSCN as complexation agent in acid media was considered in the present investigation. This family of surfactants has been commonly used in bioremediation processes applied to the removal of contaminants as widely disparate as polycyclic aromatic hydrocarbons and dyes.7−9 This fact, together with their biodegradability, has led us to bet in them for the present work. The adsorption/ release ratio between sediment and water can be strongly altered by introducing a chelating agent such as KSCN. This salt assists in the formation of copper and zinc complexes, which are spontaneously released from the sediment, thus helping to diminish the levels of pollutant charge. Once the pollutant was dissolved in the aqueous solution, a second step to concentrate the contaminant charge is desirable. The presence of surfactants from washing and salts from a marine environment in the obtained aqueous effluent made us hypothesize that the addition of salting out agents to the polluted aqueous solution could assist us in this purpose. Aqueous biphasic system (ABS) is a competitive separation technique based on the induction of phase segregation by the addition of inorganic or organic salts to an aqueous solution of a hydrophilic organic compound. The appeal of this separation method lies in well-documented merits such as process economy, short operation time, low energy demand, and easy scale-up.7,10 Among the existing types of ABS, nonionic surfactant-based ones are a promising alternative that remains almost unexplored. In this line, surfactant-based ABS entail several benefits in relation to other commonly used alternatives, such as a lower Received: Revised: Accepted: Published: 8615 March 4, 2014 April 28, 2014 May 1, 2014 May 1, 2014 dx.doi.org/10.1021/ie500927q | Ind. Eng. Chem. Res. 2014, 53, 8615−8620 Industrial & Engineering Chemistry Research Article Figure 1. Experimental solubility curves and correlation data for (a) Triton X-100 and (b) Tween 20. (○) NH4CH3COO; (□) NH4NO3; (Δ) NaKC4H4O6. deionized water was added until a clear solution was attained. These operations were repeated until completion of the solubility curve. This methodology was carried out in a jacketed glass vessel with magnetic stirring and connected to a circulating bath, and the temperature was controlled by a F200 ASK digital thermometer (±0.01 K). 2.3. Experimental Determination of Tie-Lines and Metal Partition. Analogously to the procedure described for the solubility curves, the tie-line data (TL) were obtained by adding a known amount of a given salt to the aqueous solutions containing Triton X-100 or Tween 20, until the detection of turbidity. The temperature was controlled at 298.15 K and vigorously stirred prior to settling for 24 h in order to ensure chemical and thermodynamic equilibria. Experimental TL data were calculated by using the level arm rule. For studying heavy metal partition, aqueous solutions of the metal ions were included in the initial nonionic surfactant aqueous solutions prior to the addition of the selected salting out agent. 2.4. Extraction of Metals from Dredged Marine Sediments. The marine sediment samples were collected in the Galician coast (NW Spain). The classification of the sediments according to the Particle Size Analysis method indicates that the dredged samples are silty clay. A complete characterization of the samples has been recently reported by our research group, and Zn and Cu were the two metal ions clearly trespassing the CEDEX reccomendations for dredged marine sediments for Spanish harbors.6 Metals were extracted from the marine sediments based on the following procedure: 0.25 g of soil was added to Erlenmeyer flasks together with 15 mL of aqueous solutions of the selected nonionic surfactant at 30% concentration. Alternatively, 0.87 g of KSCN was added as complexing agent when stated to the above-mentioned mixture. 1 M HCl was added to adjust the pH since this parameter is decisive to promote metal solubilization. These mixtures were shaken at 200 rpm for 24 h at 298.15 and 343.15 K. Then, the mixture was centrifuged at 5000 rpm for 5 min, and the supernatant was kept for a second centrifugation step at 5000 rpm and 5 min. Metals were determined in this supernatant. This solution was then used for ABS extraction. Milli-Q-Plus water leaching was performed as a control. All experiments were run in triplicate. 2.5. Experimental Determination of Metal Ions. The concentrations of copper and zinc in the top and bottom phases of the ABS were determined by flame atomic absorption spectroscopy (AAS) with an Agilent Technologies 200 series AA. Copper and zinc were determined with an air-acetylene interface tension, economical reasons (low cost of the reagents and rapid phase segregation), greater immiscibility windows, null flammability, and commercial availability of all components at bulk quantities.11 In our group, we have recently demonstrated the viability of implementing this kind of process for the extraction of contaminants (dyes),7 as well as for the separation of value-added compounds such as antioxidants.12 In this particular case, this extraction process is applied to the separation of metal thiocyanate complexes from acid aqueous solutions in the presence of the selected surfactants Triton X100 and Tween 20. There are no references in the literature to apply this hybrid strategy for remediating heavy metals-polluted sediments. Hence, in this work, ammonium nitrate, ammonium acetate, and sodium potassium tartrate have been selected as salting out agents to generate an immiscibility window in aqueous solutions of the nonionic surfactants Triton X-100 and Tween 20. The solubility data obtained, together with the tielines characterization, will be fitted to different equations in order to suitably describe the phase behavior. This first step constitutes the basis for the implementation of a two-stage remediation process to remove metal ions (Cu2+ and Zn2+) from marine sediments. Thus, a model aqueous solution containing the metal ions will be used prior to carrying out the extraction with real polluted sediments, and the efficiency of the proposed strategy will be evaluated in terms of extraction capacity. 2. EXPERIMENTAL SECTION 2.1. Chemicals. The nonionic surfactants Tween 20 and Triton X-100 (Sigma-Aldrich, St. Louis, MO, US), the inorganic and organic salts, ammonium nitrate (NH4NO3; VWR Chemicals, Radnor, PA, US), ammonium acetate (NH4CH3COO; Sigma-Aldrich, St. Louis, MO, US), sodium potassium tartrate (NaKC4H4O6; Panreac, Barcelona, Spain), the complexing agent potassium thiocyanate (KSCN; Fluka, St. Gallen, Switzerland), and the metal ions of copper (CuSO4· 5H2O; Merck, Darmstadt, Germany) and zinc (ZnSO4·H2O; VWR, Radnor, PA, US) were used as received without further purification. 2.2. Determination of Solubility Curves. The solubility curves determination was carried out by means of the cloud point titration method at 298 K, as previously reported elsewhere.13 In brief, drops of saturated salt solution were added to aqueous solutions of the nonionic surfactants (Triton X-100 or Tween 20) until the detection of turbidity, which indicates that the biphasic region was reached. Afterward, 8616 dx.doi.org/10.1021/ie500927q | Ind. Eng. Chem. Res. 2014, 53, 8615−8620 Industrial & Engineering Chemistry Research Article the NaKC4H4O6 is by far the salt leading to the greatest immiscibility region, no matter the nonionic surfactant employed. The interpretation of the influence of the amount of salt necessary to trigger phase disengagement has been widely assessed by the Hofmeister series, yet recent works have focused on the molecular mechanisms behind these effects, explaining them in terms of thermodynamic parameters such as the Gibbs free energy of hydration (ΔhydG) and the molar entropy of hydration (ΔhydS).14,15 The values of these thermodynamic parameters for the different ions used in this work are listed in Table 1. It is patently clear that the anion burner at wavelengths of 324.8 and 213.9 nm and lamp currents of 4 and 5 mA, respectively. The determination of metal concentrations in dredged sediments was performed according to EPA Methods 3010 and 3050. In brief, they were analyzed by inductively coupled plasma optical emission spectrometry (Optima 4300DV PerkinElmer). After setting analytical conditions and making background corrections for wavelength spectra in accordance with the standard solution profile, sample or test solutions were introduced via the Cross-Flow nebulizer (Scott) inside the plasma torch, equipped with an Echelle polychrometer. The operating conditions for auxiliary gas, nebulizer gas, and cool gas (Ar) were 0.2, 1.10, and 15 L/min, respectively. The spectral lines for copper and zinc were 327.393 and 206.200 nm, respectively. Calibration was carried out by using a multielement standard solution VI (Merck) by appropriate dilution in 2% (v/v) HNO3. Table 1. Molar Gibbs Energies of Hydration (ΔhydG) and Molar Entropy of Hydration (ΔhydS) ions Na K+ NH4+ CH3COO− NO3− C4H4O62− 3. RESULTS AND DISCUSSION 3.1. Selection of Phase Segregation Agent. The solubility curves of the ternary systems containing the inorganic and organic salts NH4NO3, NH4CH3COO, and NaKC4H4O6 and aqueous solutions of Triton X-100 or Tween 20 were first determined at 298.15 K and are graphically plotted in Figure 1. The experimental data are also shown in Tables S1 and S2, Supporting Information. A complete characterization of the experimental data requires one to find a suitable equation to describe the phase segregation behavior. Different empirical equations14 have already been reported to properly fit to ABS data and have thus been selected for the present work: w1 = a ln(w2 + b) + c (1) w1 = exp(d + ew2 0.5 + fw2 + gw2 2) (2) w1 = hexp(iw2 k − jw2 l) (3) a ΔhydS/J·mol−1K−1 −365 −295a −285a −365a −300a −1102b −130a −93a −131a −189a −95a n.a.c Ref 16. bRef 17. cn.a. (not available). C4H4O62− is the one showing the lowest values of ΔhydG, which correlates with solubility curves closer to the origin. This behavior is coincident with what is expected from the analysis of ions valence, since the tartrate binary valence leads to more ion−water interactions than those provided by the monovalent acetate and nitrate anions. Therefore, tartrate-based salt will be selected for further implementation of the separation of copper and zinc metal ions from dredged marine sediments. A proper description of the separation process requires the calculation of the tie-lines data, as a means to quantify the amount of Triton X-100 or Tween 20 and NaKC4H4O6 in each of the phases Then, the lever arm rule was applied to calculate the tie-line data, together with eq 3, on the basis of the procedure detailed elsewhere.11,18 In a visual inspection of the results shown in Table 5, it seems clear that the addition of more salt to the systems triggers the segregation of more nonionic surfactant to the top phase. An empirical parameter that can be used to demonstrate this fact is the tie-line length (TLL), and these data are shown in Table 2. where w1 and w2 are the mass compositions of nonionic surfactant and salt, respectively, and a, b, c, d, e, f, g, h, i, j, k, and l are the fitting parameters. The values of these parameters were calculated by applying the SOLVER function in Microsoft EXCEL, on the basis of the minimization of the standard deviation. This was calculated as follows: 2 ⎞1/2 ⎛ ∑nDAT (z − z exp adjust) i ⎟ σ = ⎜⎜ ⎟ nDAT ⎝ ⎠ ΔhydG/kJ·mol−1 a + (4) TLL = [(w1I − w1II)2 + (w2I − w2II)2 ]1/2 where the experimental and adjustable solubility data are represented by zexp and zadjust, respectively, and nDAT is the number of experimental data. The obtained fitting parameters are shown in Tables S3, S4, and S5 in the Supporting Information, together with the values of the standard deviations. Bearing these data in mind, it is possible to conclude that all the equations serve our goal to describe the immiscibility behavior, although eq 3 is the one entailing lower standard deviation values. The analysis of the salting out potential of the selected salts reveals that the phase segregation results from the competition between Triton X-100 or Tween 20 and NH 4 NO 3 , NH4CH3COO, or NaKC4H4O6 for the water molecules. As a consequence of this competition, the segregation of two phases is yielded: a top phase enriched in nonionic surfactant and a salt-rich bottom phase. From the observed trends, it is clear that (5) Table 2. Experimental Tie-Lines in Mass Composition for {Nonionic Surfactant + NaKC4H4O6 + H2O} at 298.15 K nonionic surfactant-rich phase 100 wI1 26.47 39.81 48.45 43.88 50.45 56.16 8617 100 wI2 salt-rich phase 100 wII1 100 wII2 Triton X-100 + NaKC4H4O6 + H2O 7.36 0.80 14.28 5.06 0.10 16.41 2.86 0.01 18.47 Tween 20 + NaKC4H4O6 + H2O 5.16 1.51 18.61 3.24 0.49 20.61 1.72 0.19 22.02 TLL 26.59 41.30 50.90 44.44 52.90 59.54 dx.doi.org/10.1021/ie500927q | Ind. Eng. Chem. Res. 2014, 53, 8615−8620 Industrial & Engineering Chemistry Research Article Table 4. Extraction Capacity, E (%), of Metal Ions in the Top Phase in the Absence and Presence of Complex Extractant (KSCN) In this equation, 1 and 2 refer to mass fraction of the nonionic surfactant and the organic or inorganic salt, respectively, while I and II indicate the top and bottom phases, respectively. The TLL data analysis permits us to confirm that greater concentrations of salt in the bottom phase involve higher values of TLLs, since more salt molecules in the system make it possible to obtain a top phase enriched in Triton X-100 or Tween 20. Additionally, a two-parameter equation19 was employed to correlate the experimental tie-line data and shed more light on the capacity of each surfactant to be salted out. ⎛ wI ⎞ ln⎜ II2 ⎟ ⎝ w2 ⎠ = β + k(w1II − w1I) system 14.6 ± 0.8 62.8 ± 6.3 18.4 ± 7.9 66.2 ± 7.1 11.3 ± 1.0 80.9 ± 3.3 6.2 ± 0.7 86.1 ± 4.3 Zn2+ Triton X-100 + NaKC4H4O6 + H2O Tween 20 + NaKC4H4O6 + H2O (6) KSCN has been proposed, and the extraction values are also shown in Table 4. The analysis of the data permits us to conclude a quite different behavior, since both zinc and copper are mostly segregated to the top phase, at levels higher than 80% and 62%, respectively. The rationale underlying this scenario is explained in terms of the complexation capacity of metals in the presence of tartrate and thiocyanate, according to the following equilibrium, where M is the heavy metal copper or zinc: Table 3. Salting out Ability for {Nonionic Surfactant + NaKC4H4O6 + H2O} at 298.15 K M2 +(aq) + xC4 H4O6 2 −(aq) ↔ M(C4H4O6 )x(2x − 2) − (aq) k β R2 0.0513 0.0924 0.7109 2.6715 0.95 0.98 (8) M2 +(aq) + xSCN−(aq) ↔ M(SCN)x(x − 2) − (aq) (9) Then, the presence of the metal-ion complex in the upper phase can be explained on the basis of the competition between thiocyanate or tartrate anions for the metal cations and the interaction of this complex with the selected nonionic surfactant, which is the major component in this top layer. On the one hand, taking into account the existing tartrate interactions, it can be stated that the presence of tartrate-based complex will be intimately influenced by the standard thermodynamic constant of formation of the metal-tartrate complex. Thus, the order of the formation constant is Cu2+ (log K = 3) > Zn2+ (log K = 2.7) and reveals a higher affinity of copper for the tartrate anion.20 This behavior points out the higher extraction capacity of Zn, since metal extraction is inversely proportional to the given formation constants. On the other hand, it seems that thiocyanate ions coordinate to copper and zinc with the N end to form tetrahedral complexes, such as [Cu(NCS)4]2− and [Zn(NCS)4]2−. In this sense, many authors21,22 have converged upon the idea that these complexes are present exclusively in nonaqueous solutions, which would justify its preferential partition to the surfactant-rich phase where hydrophobic domains exist. The final stage of this research consisted of coupling the proposed ABS to a previous dredged sediments washing step. The data obtained were also presented in terms of extraction capacity E (%), as can be visualized in Table 5. The combined heavy metals remediation strategy yielded total remediation values about 80% or higher for both zinc and copper, as can be inferred from the extraction data. It becomes patent that the use of Tween 20 rather than Triton X-100 is always preferred. This fact may be explained in terms of the different hydrophobicities of both nonionic surfactants, as demonstrated by their hydrophilic−lipophilic balance values (HLBTriton X‑100 = 13.4; HLBTween 20 = 16.7).11 The data obtained demonstrate that thiocyanate-based complexes show a preferential interaction for the more hydrophilic Tween 20, in line with the data obtained is the nonionic surfactant that can be better salted out to the upper phase. Although the scientific rationale behind this phenomenon has not been fully understood, it seems that salting out electrolyte tends to be preferentially excluded from the vicinity of the surfactant units. This thermodynamic information, together with the visual observation of a faster phase segregation, allows us to conclude a better behavior of Tween 20 than that with Triton X100 from both a thermodynamic and kinetic point of view. 3.2. Removal of Metals from Polluted Dredged Marine Sediments. After having demonstrated the suitability of NaKC4H4O6 as segregation agent in aqueous solutions of the selected nonionic surfactants, the potential of this salt to extract two metal ions (Cu2+ and Zn2+) from aqueous solutions was ascertained. This step makes up a first approach to develop an entire remediation process of metal-polluted sediments. Therefore, a model solution containing surfactant, water, and metal ions was employed to study the partition behavior after addition of the tartrate-based salt. The remediation data were analyzed in terms of extraction capacity, E (%), defined as ⎛ m surfactant ⎞ ⎟⎟ ·100 E (%) = ⎜⎜ i ⎝ mi ⎠ E (%) (with KSCN) Cu2+ Triton X-100 + NaKC4H4O6 + H2O Tween 20 + NaKC4H4O6 + H2O where the fitting parameter k is the salting out coefficient and β is a constant related to the activity coefficient, respectively. The empirical thermodynamic parameter k represents the specific effects of salts on the free energy of transfer of 1 mol of surfactant units from aqueous solution to a 1 m salt solution. The values of the fitting parameters and correlation coefficients are listed in Table 3. From the k values, it seems that Tween 20 Triton X-100 + NaKC4H4O6 + H2O Tween 20 + NaKC4H4O6 + H2O E (%) (without KSCN) (7) misurfactant where and mi are the metal ions mass content in the upper phase and the total metal ions mass content, respectively. The results obtained are compiled in Table 4 and reveal that heavy metal ions are both concentrated in the salt-rich phase at concentrations higher than 85% for copper and 90% for zinc. This may be due to the existence of specific interactions between metal and salt ions, so the search of a suitable complexation agent can be a tool to allow an effective separation of the targeted contaminants. Thus, the use of 8618 dx.doi.org/10.1021/ie500927q | Ind. Eng. Chem. Res. 2014, 53, 8615−8620 Industrial & Engineering Chemistry Research Article Table 5. Extraction Capacity E (%) of Metals from Marine Dredged Sediments after Sequential Treatment system Triton X-100 + NaKC4H4O6 + H2O Tween 20 + NaKC4H4O6 + H2O Triton X-100 + NaKC4H4O6 + H2O Tween 20 + NaKC4H4O6 + H2O temp (K) Zn2+ 298.15 343.15 298.15 343.15 Cu2+ 298.15 343.15 298.15 343.15 E (%) washing should be applied, and then, it could be reused again. It is worth mentioning that this surfactant is completely biodegradable, and this family has even been reported to act as a carbon source.23 E (%) ATPS 72.3 78.0 85.6 89.4 ± ± ± ± 0.0 2.7 2.7 8.1 88.8 89.3 89.4 89.3 ± ± ± ± 1.1 1.8 0.7 1.4 77.0 84.1 98.4 98.4 ± ± ± ± 0.1 0.1 0.2 0.1 85.7 84.9 85.3 88.8 ± ± ± ± 0.8 2.4 4.6 3.5 4. CONCLUSIONS In this work, we have demonstrated the suitability of a twostages remediation strategy for the removal of heavy metals from marine dredged sediments. High levels of copper and zinc extraction (about 70% and 90%, respectively) for a model system containing KSCN, Tween 20, and NaKC4H4O6 were demonstrated after a preliminary comparison of the salting out potential of different salts and nonionic surfactants. All the obtained solubility and tie-line data were adequately modeled and made up the basis for the proposal of a remediation process in real marine sediments. The analysis of the extraction efficiency after a first sediment washing step and a second ABS concentration stage allowed us to conclude the viability of the integrated process, since remediation levels higher than 80% for copper and 90% for zinc were yielded. for the model systems containing the heavy metals (see Table 4). Bearing in mind the promising remediation efficiency, a flow sheet of the proposed process is shown in Figure 2. The presented approach involves different advantages when compared with the EPA Method 3010 and 3050 recommended for heavy metal extraction. First of all, it is clear that the use of room temperature does not involve any decline in the metal ions remediation levels (Table 5), which is advantageous from an economic standpoint. Additionally, this alternative avoids the use of nitric acid in the washing, which is also beneficial in terms of environmental and health risks. In summary, in this paper, we have proposed the nonionic surfactant Tween 20, the salting out compound sodium potassium tartrate, and potassium thiocyanate as a complexing agent in order to propose a viable metal remediation strategy for marine sediments. This first contribution tackles just the viability of this separation technique for metal removal, but further study must be undertaken in order to search for an effective second stage to recycle the selected components. The removal of metals and thiocyanate is not complicated, since their precipitation could be achieved by just modifying the pH or adding compounds such as ferric sulfate. In relation to sodium potassium tartrate, there are several strategies that could be implemented, such as salt recovery by evaporation or reverse osmosis, or even the effluent disposal in a sewage treatment plant, since this salt is completely biodegradable. Finally, regarding the nonionic surfactant, after having used it for several cycles (sediments washing−ABS), the abovementioned treatment for thiocyanate and metals removals ■ ASSOCIATED CONTENT * Supporting Information S Experimental solubility data for the ternary systems {nonionic surfactant + salt + H2O} at 298.15 K; parameters of eqs 1, 2, and 3 and standard deviation for {nonionic surfactant + salt + H2O} at 298.15 K. This material is available free of charge via the Internet at http://pubs.acs.org/. ■ AUTHOR INFORMATION Corresponding Author *Tel.: +34986818723. E-mail: [email protected]. Notes The authors declare no competing financial interest. ■ ACKNOWLEDGMENTS This work has been supported by the Spanish Ministry of Economy and Competitiveness and FEDER funds (IPT310000-2010-17). F.J.D. thanks Xunta de Galicia for funding through an Isidro Parga Pondal position. E.G. acknowledges University of Vigo for a master grant. ■ REFERENCES (1) DeForest, D.; Brix, K.; Adams, W. Assessing metal bioaccumulation in aquatic environments: The inverse relationship Figure 2. Flow sheet of the proposed nonionic surfactant-based separation process. 8619 dx.doi.org/10.1021/ie500927q | Ind. Eng. Chem. Res. 2014, 53, 8615−8620 Industrial & Engineering Chemistry Research Article (22) Shibukawa, M.; Nakayama, N.; Hayashi, T.; Shibuya, D.; Endo, Y.; Kawamura, S. Extraction behaviour of metal ions in aqueous polyethyleneglycol-sodium sulphate two-phase systems in the presence of iodide and thiocyanate ions. Anal. Chim. Acta 2001, 427, 293. (23) Bautista, L. F.; Sanz, R.; Molina, M. 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P. 36310 VIGO (PONTEVEDRA) - ESPAÑA - NOTIFICACIÓN DE LA TRANSMISIÓN DEL INFORME DE BÚSQUEDA INTERNACIONAL Y DE LA OPINIÓN ESCRITA DE LA ADMINISTRACIÓN ENCARGADA DE LA BÚSQUEDA INTERNACIONAL, O DE LA DECLARACIÓN (Regla 44.1 del PCT) Fecha de expedición (día/mes/año) 06 FEBRERO 2015 (06.02.2015) Referencia del expediente del solicitante o del mandatario PARA CONTINUAR LA TRAMITACION Véanse los puntos 1 y 4 Solicitud internacional Nº PCT/ES2014/000193 Fecha de presentación internacional (día/mes/año) 10 NOVIEMBRE 2014 (10.11.2014) Solicitante UNIVERSIDADE DE VIGO. 1. Se notifica al solicitante que el informe de búsqueda internacional y la opinión escrita de la Administración encargada de la búsqueda internacional se han elaborado y se transmiten adjuntos. Presentación de modificaciones y de una declaración, según el Artículo 19: El solicitante tiene derecho, si así lo desea, a modificar las reivindicaciones de la solicitud internacional (ver la Regla 46): ¿Cuándo? El plazo para la presentación de dichas modificaciones es, normalmente, de dos meses desde la fecha de la transmisión del informe de búsqueda internacional. ¿Dónde? Directamente ante la Oficina Internacional de la OMPI 34, Chemin des Colombettes 1211 Ginebra 20, Suiza Fax Nº : (41-22)338.82.70 Para instrucciones más detalladas consultar la Guía del solicitante PCT, Fase Internacional, párrafos 9004-9011. Se notifica al solicitante que no se elaborará el informe de búsqueda internacional y que la declaración a tal efecto en virtud del Artículo 17.2)a), y la opinión escrita de la Administración encargada de la búsqueda internacional se adjuntan a esta notificación. Con relación a cualquier protesta que pudiera formularse, de conformidad con la Regla 40.2, respecto del pago de una o más tasas adicionales, se notifica al solicitante que: la protesta, así como la decisión relativa a la misma, han sido remitidas a la Oficina Internacional conjuntamente con la petición del solicitante de que los textos de la protesta y la decisión en cuestión sean notificados a las oficinas designadas. 2. 3. 4. Recordatorios: El solicitante puede presentar comentarios informales sobre la opinión escrita de la Administración de Búsqueda Internacional ante la Oficina Internacional. La Oficina Internacional enviará una copia de los mismos a todas las Oficinas designadas salvo que se haya emitido o se vaya a emitir un informe de examen preliminar internacional. Transcurridos 30 meses desde la fecha de prioridad, estos comentarios se pondrán también a disposición del público. La Oficina Internacional publicará la solicitud internacional lo antes posible después de haber transcurrido 18 meses desde la fecha de prioridad. Si el solicitante desea evitar o diferir la publicación, deberá hacer llegar a la Oficina Internacional una declaración de retirada de la solicitud internacional o de la reivindicación de prioridad antes de la finalización de los preparativos técnicos de la publicación internacional (Reglas 90 bis.1 y 90 bis.3). En el plazo de 19 meses a contar desde la fecha de prioridad, pero únicamente en lo relativo a algunas oficinas designadas, el solicitante deberá presentar una petición de examen preliminar internacional si desea diferir la entrada en la fase nacional hasta un plazo de 30 meses a contar desde la fecha de prioridad (en algunas Oficinas, incluso más tarde); en caso contrario, el solicitante deberá cumplir en un plazo de 20 meses a contar desde la fecha de prioridad con los actos prescritos para la entrada en la fase nacional ante esas oficinas designadas. En lo que respecta a otras oficinas designadas, el plazo de 30 meses (o más) se aplicará igualmente aunque no se haya presentado una petición de examen preliminar internacional en el plazo de 19 meses. no ha sido adoptada aún decisión alguna sobre la protesta; el solicitante será notificado en cuanto se adopte. Para los detalles sobre los plazos límite aplicables, Oficina por Oficina, véase www.wipo.int/pct/en/texts/time_limits.html y la Guía del solicitante PCT, Capítulos Nacionales. Nombre y dirección postal de la Administración encargada de la búsqueda Funcionario autorizado internacional Miguel Angel Casado Santiago OFICINA ESPAÑOLA DE PATENTES Y MARCAS Paseo de la Castellana Nº de fax: 91 349 53 04 Nº de teléfono: 91 349 32 92 Formulario PCT/ISA/220 (Julio 2010) TRATADO DE COOPERACIÓN EN MATERIA DE PATENTES PCT INFORME DE BÚSQUEDA INTERNACIONAL (Artículo 18 y Reglas 43 y 44 del PCT) Referencia del expediente del solicitante o del mandatario Solicitud internacional Nº ver Formulario PCT/ISA/220 y, en su caso, el punto 5 de esta hoja. PARA CONTINUAR LA TRAMITACIÓN Fecha de presentación internacional (día/mes/año) 10 NOVIEMBRE 2014 (10.11.2014) PCT/ES2014/000193 Fecha de prioridad (la más antigua) (día/mes/año) 14 NOVIEMBRE 2013 (14.11.2013) Solicitante UNIVERSIDADE DE VIGO. El presente informe de búsqueda internacional, elaborado por esta Administración encargada de la búsqueda internacional, se transmite al solicitante, conforme al Artículo 18. Se remite una copia del mismo a la Oficina Internacional. Este informe de búsqueda internacional comprende un total de 5 hojas. Se adjunta una copia de cada uno de los documentos del estado de la técnica citados en el informe. 1. Base del informe a. En lo que se refiere al idioma, la búsqueda internacional se ha realizado sobre la base de : la solicitud en el idioma en el que se presentó una traducción de la solicitud al , que es el idioma de la traducción proporcionada a los fines de la búsqueda internacional (Reglas 12.3.a) y 23.1.b)) b. Este informe de búsqueda internacional se ha realizado teniendo en cuenta la rectificación de un error evidente autorizado por o notificado a esta Administración según la Regla 91 (Regla 43.6bis.a)). c. En lo que se refiere a las secuencias de nucleótidos y/o de aminoácidos divulgadas en la solicitud internacional, 2. véase Recuadro I. Se estima que algunas reivindicaciones no pueden ser objeto de búsqueda (ver Recuadro II). 3. Falta unidad de invención (ver Recuadro III). 4. Con respecto al título, el texto se aprueba según fue remitido por el solicitante. el texto ha sido establecido por esta Administración con la siguiente redacción: 5. Con respecto al resumen, el texto se aprueba según fue remitido por el solicitante. el texto (reproducido en el Recuadro IV) ha sido establecido por esta Administración de conformidad con la Regla 38.2. El solicitante puede presentar observaciones a esta Administración en el plazo de un mes a contar desde la fecha de expedición del presente informe de búsqueda internacional. 6. Con respecto a los dibujos, a. la figura de los dibujos a publicar junto con el resumen es la Figura Nº b. 1 propuesta por el solicitante. propuesta por esta Administración, por no haber propuesto el solicitante ninguna figura. propuesta por esta Administración, por caracterizar mejor, esta figura, la invención. no debe publicarse ninguna figura. Formulario PCT/ISA/210 (primera hoja) (Julio 2009) INFORME DE BÚSQUEDA INTERNACIONAL Solicitud internacional nº PCT/ES2014/000193 A. CLASIFICACIÓN DEL OBJETO DE LA SOLICITUD Ver Hoja Adicional De acuerdo con la Clasificación Internacional de Patentes (CIP) o según la clasificación nacional y CIP. B. SECTORES COMPRENDIDOS POR LA BÚSQUEDA Documentación mínima buscada (sistema de clasificación seguido de los símbolos de clasificación) C02F Otra documentación consultada, además de la documentación mínima, en la medida en que tales documentos formen parte de los sectores comprendidos por la búsqueda Bases de datos electrónicas consultadas durante la búsqueda internacional (nombre de la base de datos y, si es posible, términos de búsqueda utilizados) INVENES,EPODOC,WPI,TXTE,BIOSIS EMBASE,NPL,XPESP,XPESP2,PUBMED,GOOGLESCHOLAR C. DOCUMENTOS CONSIDERADOS RELEVANTES Categoría* Documentos citados, con indicación, si procede, de las partes relevantes Relevante para las reivindicaciones nº A ÁLVAREZ, M.S. et al. “Novel physico-biological treatment for the remediation of textile dyes-containing industrial effluents”. Bioresource Technology 2013, Volumen 146, páginas 689-695. [Disponible en línea el 06.08.2013]. Ver página 689, resumen; página 694, conclusión; página 690, apartados 2.2, 2.3, 2.5; página 691, apartado 2.7; página 692, apartado 3.2; páginas 693-694, apartado 3.3. 1-11 A WO 2011/119112 A1 (BIOMAX TECHNOLOGIES PTE LTD) 29.09.2011, página 2, línea 31-página 3, línea 5; página 4, líneas 1-5; página 20, línea 28-página 21, línea 16. 1-11 A DURAN, C. et al. “Cloud-Point Extraction of Rhodamine 6 by Using Triton X-100 as the Non-Ionic Surfactant”. Journal of AOAC International 2011, Volumen 94, Número 1, páginas 286-292. Ver página 127, resumen. 1-11 En la continuación del recuadro C se relacionan otros documentos Los documentos de familias de patentes se indican en el * Categorías especiales de documentos citados: "T" "A" documento que define el estado general de la técnica no considerado como particularmente relevante. "E" solicitud de patente o patente anterior pero publicada en la fecha de presentación internacional o en fecha posterior. "L" documento que puede plantear dudas sobre una reivindicación "X" de prioridad o que se cita para determinar la fecha de publicación de otra cita o por una razón especial (como la indicada). "O" documento que se refiere a una divulgación oral, a una "Y" utilización, a una exposición o a cualquier otro medio. "P" documento publicado antes de la fecha de presentación internacional pero con posterioridad a la fecha de prioridad reivindicada. "&" Fecha en que se ha concluido efectivamente la búsqueda internacional. 05/02/2015 Nombre y dirección postal de la Administración encargada de la búsqueda internacional OFICINA ESPAÑOLA DE PATENTES Y MARCAS Paseo de la Castellana, 75 - 28071 Madrid (España) Nº de fax: 91 349 53 04 Formulario PCT/ISA/210 (segunda hoja) (Julio 2009) anexo documento ulterior publicado con posterioridad a la fecha de presentación internacional o de prioridad que no pertenece al estado de la técnica pertinente pero que se cita por permitir la comprensión del principio o teoría que constituye la base de la invención. documento particularmente relevante; la invención reivindicada no puede considerarse nueva o que implique una actividad inventiva por referencia al documento aisladamente considerado. documento particularmente relevante; la invención reivindicada no puede considerarse que implique una actividad inventiva cuando el documento se asocia a otro u otros documentos de la misma naturaleza, cuya combinación resulta evidente para un experto en la materia. documento que forma parte de la misma familia de patentes. Fecha de expedición del informe de búsqueda internacional. 06 de febrero de 2015 (06/02/2015) Funcionario autorizado G. Esteban García Nº de teléfono 91 3495425 INFORME DE BÚSQUEDA INTERNACIONAL Solicitud internacional nº PCT/ES2014/000193 C (Continuación). Categoría * DOCUMENTOS CONSIDERADOS RELEVANTES Documentos citados, con indicación, si procede, de las partes relevantes Relevante para las reivindicaciones nº A WILLAUER, H.D. et al. “Investigation of aqueous biphasic systems for the separation of lignins from cellulose in the paper pulping process”. Journal of Chromatography B 2000, Volumen 743, páginas 127-135. Ver página 127, resumen. 1-11 A WO 94/12619 A1 (NOVO NORDISK A/S) 09.06.1994, página 9, líneas 8-9; página 10, líneas 14-35; reivindicación 19. 1-11 A MOSCOSO, F. et al. “Technoeconomic assessment of phenanthrene degradation by Pseudomonas stutzeri CECT 930 in a batch bioreactor”. Bioresource Technology 2012, Volumen 104, páginas 81-89. [Disponible en línea el 21.10.2011]. Ver página 81, resumen; página 82, apartados 2.1, 2.2; página 88, apartado 4. 1-11 A MOSCOSO, F. et al. “Efficient PAHs biodegradation by a bacterial consortium at flask and bioreactor scale”. Bioresource Technology 2012, Volumen 119, páginas 270-276. [Disponible en línea el 26.05.2012]. Ver página 270, resumen; página 271, apartados 2.1-2.2; página 275, apartado 4. 1-11 Formulario PCT/ISA/210 (continuación de la segunda hoja) (Julio 2009) INFORME DE BÚSQUEDA INTERNACIONAL Informaciones relativas a los miembros de familias de patentes Solicitud internacional nº PCT/ES2014/000193 Documento de patente citado en el informe de búsqueda Fecha de Publicación Miembro(s) de la familia de patentes Fecha de Publicación WO 2011/119112 A1 29.09.2011 -------------------------------------------------------WO 94/12619 A1 ----------------------09.06.1994 -------------------------------------------------------- ----------------------- US2014318201 A1 NZ602555 A JP2013527104 A MX2012010879 A KR20130055564 A US2013091912 A1 EA201270731 A1 EA201270731 A8 CN102985392 A CN102985392B B SG184157 A1 EP2550244 A1 CA2793923 A1 AU2011230001 A1 GB2478929 A GB2478929 B -----------------------FI952646 A US5700769 A JPH08503370 A EP0672125 A1 CA2150564 A1 BR9307574 A ------------------------ 30.10.2014 26.09.2014 27.06.2013 07.02.2013 28.05.2013 18.04.2013 29.03.2013 30.09.2014 20.03.2013 01.10.2014 30.10.2012 30.01.2013 29.09.2011 18.10.2012 28.09.2011 14.08.2013 --------------31.05.1995 23.12.1997 16.04.1996 20.09.1995 09.06.1994 15.06.1999 --------------- PCT/ISA/210 (Anexo – familias de patentes) (Julio 2009) INFORME DE BÚSQUEDA INTERNACIONAL Solicitud internacional nº PCT/ES2014/000193 CLASIFICACIONES DE INVENCIÓN C02F9/14 (2006.01) C02F3/02 (2006.01) C02F3/34 (2006.01) C02F1/54 (2006.01) C02F101/30 (2006.01) Formulario PCT/ISA/210 (hoja adicional) (Julio 2009) International application No. INTERNATIONAL SEARCH REPORT PCT/ES2014/000193 A. CLASSIFICATION OF SUBJECT MATTER See extra sheet According to International Patent Classification (IPC) or to both national classification and IPC B. FIELDS SEARCHED Minimum documentation searched (classification system followed by classification symbols) C02F Documentation searched other than minimum documentation to the extent that such documents are included in the fields searched Electronic data base consulted during the international search (name of data base and, where practicable, search terms used) INVENES,EPODOC,WPI,TXTE,BIOSIS,EMBASE,NPL,XPESP,XPESP2,PUBMED,GOOGLE SCHOLAR C. DOCUMENTS CONSIDERED TO BE RELEVANT Category* Citation of document, with indication, where appropriate, of the relevant passages Relevant to claim No. A ÁLVAREZ, M.S. et al. “Novel physico-biological treatment for the remediation of textile dyes-containing industrial effluents”. Bioresource Tecnhnology 2013, Volume 146, pages 689-695. [Available online 06.08.2013]. See page 689, abstract; page 694, conclusion; page 690, parts 2.2, 2.3, 2.5; page 691, part 2.7; page 692, part 3.2; pages 693-694, part 3.3. 1-11 A WO 2011/119112 A1 (BIOMAX TECHNOLOGIES PTE LTD) 29.09.2011, page 2, line 31-page 3, line 5; page 4, lines 1-5; page 20, line 28-page 21, line 16. 1-11 A DURAN, C. et al. “Cloud-Point Extraction of Rhodamine 6 by Using Triton X-100 as the Non-Ionic Surfactant”. Journal of AOAC International 2011, Volume 94, Number 1, pages 286-292. See page 127, abstract. 1-11 Further documents are listed in the continuation of Box C. See patent family annex. * Special categories of cited documents: "T" "A" document defining the general state of the art which is not considered to be of particular relevance. "E" earlier document but published on or after the international filing date "L" document which may throw doubts on priority claim(s) or "X" which is cited to establish the publication date of another citation or other special reason (as specified) "O" document referring to an oral disclosure use, exhibition, or "Y" other means. "P" document published prior to the international filing date but later than the priority date claimed "&" Date of the actual completion of the international search later document published after the international filing date or priority date and not in conflict with the application but cited to understand the principle or theory underlying the invention document of particular relevance; the claimed invention cannot be considered novel or cannot be considered to involve an inventive step when the document is taken alone document of particular relevance; the claimed invention cannot be considered to involve an inventive step when the document is combined with one or more other documents , such combination being obvious to a person skilled in the art document member of the same patent family Date of mailing of the international search report 05/02/2015 Name and mailing address of the ISA/ OFICINA ESPAÑOLA DE PATENTES Y MARCAS Paseo de la Castellana, 75 - 28071 Madrid (España) Facsimile No.: 91 349 53 04 Form PCT/ISA/210 (second sheet) (July 2009) (06/02/2015) Authorized officer G. Esteban García Telephone No. 91 3495425 INTERNATIONAL SEARCH REPORT International application No. PCT/ES2014/000193 C (continuation). Category * DOCUMENTS CONSIDERED TO BE RELEVANT Citation of documents, with indication, where appropriate, of the relevant passages Relevant to claim No. A WILLAUER, H.D. et al. “Investigation of aqueous biphasic systems for the separation of lignins from cellulose in the paper pulping process”. Journal of Chromatography B 2000, Volume 743, pages 127-135. See page 127, abstract. 1-11 A WO 94/12619 A1 (NOVO NORDISK A/S) 09.06.1994, page 9, lines 8-9; page 10, lines 14-35; claim 19. 1-11 A MOSCOSO, F. et al. “Technoeconomic assessment of phenanthrene degradation by Pseudomonas stutzeri CECT 930 in a batch bioreactor”. Bioresource Technology 2012, Volume 104, pages 81-89. [Available online 21.10.2011]. See page 81, abstract; page 82, parts 2.1, 2.2; page 88, part 4. 1-11 A MOSCOSO, F. et al. “Efficient PAHs biodegradation by a bacterial consortium at flask and bioreactor scale”. Bioresource Technology 2012, Volumen119, pages 270-276. [Available online 26.05.2012]. See page 270, abstract; page 271, parts 2.1-2.2; page 275, part 4. 1-11 Form PCT/ISA/210 (continuation of second sheet) (July 2009) INTERNATIONAL SEARCH REPORT International application No. PCT/ES2014/000193 Information on patent family members Patent document cited in the search report Publication date Patent family member(s) Publication date WO 2011/119112 A1 29.09.2011 -------------------------------------------------------WO 94/12619 A1 ----------------------09.06.1994 -------------------------------------------------------- ----------------------- US2014318201 A1 NZ602555 A JP2013527104 A MX2012010879 A KR20130055564 A US2013091912 A1 EA201270731 A1 EA201270731 A8 CN102985392 A CN102985392B B SG184157 A1 EP2550244 A1 CA2793923 A1 AU2011230001 A1 GB2478929 A GB2478929 B -----------------------FI952646 A US5700769 A JPH08503370 A EP0672125 A1 CA2150564 A1 BR9307574 A ------------------------ 30.10.2014 26.09.2014 27.06.2013 07.02.2013 28.05.2013 18.04.2013 29.03.2013 30.09.2014 20.03.2013 01.10.2014 30.10.2012 30.01.2013 29.09.2011 18.10.2012 28.09.2011 14.08.2013 --------------31.05.1995 23.12.1997 16.04.1996 20.09.1995 09.06.1994 15.06.1999 --------------- Form PCT/ISA/210 (patent family annex) (July 2009) INTERNATIONAL SEARCH REPORT International application No. PCT/ES2014/000193 CLASSIFICATION OF SUBJECT MATTER C02F9/14 (2006.01) C02F3/02 (2006.01) C02F3/34 (2006.01) C02F1/54 (2006.01) C02F101/30 (2006.01) Form PCT/ISA/210 (extra sheet) (July 2009) TRATADO DE COOPERACIÓN EN MATERIA DE PATENTES Remitente: LA ADMINISTRACIÓN ENCARGADA DE LA BÚSQUEDA INTERNACIONAL PCT Destinatario: UNIVERSIDADE DE VIGO CAMPUS UNIVERSITARIO, s/n C. P. 36310 VIGO (PONTEVEDRA) - ESPAÑA - OPINIÓN ESCRITA DE LA ADMINISTRACIÓN ENCARGADA DE LA BÚSQUEDA INTERNACIONAL (Regla 43bis.1 del PCT) Fecha de expedición (día/mes/año) 06 FEBRERO 2015 (06.02.2015) Referencia del expediente del solicitante o del mandatario Solicitud internacional Nº PCT/ES2014/000193 PARA CONTINUAR LA TRAMITACIÓN Véase el punto 2 Fecha de prioridad (día/mes/año) Fecha de presentación internacional (día/mes/año) 10 NOVIEMBRE 2014 (10.11.2014) 14 NOVIEMBRE 2013 (14.11.2013) Clasificación Internacional de Patentes (CIP) o a la vez clasificación nacional e CIP VER HOJA ADICIONAL Solicitante UNIVERSIDADE DE VIGO. 1. 2. La presente opinión contiene indicaciones relativas a los puntos siguientes: Recuadro I Base de la opinión Recuadro II Prioridad Recuadro III Recuadro IV No formulación de opinión sobre la novedad, la actividad inventiva y la aplicación industrial Falta de unidad de invención Recuadro VI Declaración motivada según la Regla 43bis.1.a)i) sobre la novedad, la actividad inventiva y la aplicación industrial; citas y explicaciones en apoyo de esta declaración Ciertos documentos citados Recuadro VII Defectos en la solicitud internacional Recuadro VIII Observaciones relativas a la solicitud internacional Recuadro V CONTINUACIÓN DE LA TRAMITACIÓN Si se hace una petición de examen preliminar internacional, esta opinión se considerará como una opinión escrita de la Administración encargada del examen preliminar internacional ("IPEA") salvo en aquellos casos en los que el solicitante elija una Administración distinta a ésta y, la IPEA elegida haya notificado a la Oficina Internacional según lo previsto en la Regla 66.1 bis(b) que las opiniones escritas de esta Administración encargada de la búsqueda internacional no serán consideradas como tales. Si esta opinión es, como se indica más arriba, considerada como una opinión escrita de la IPEA, se invita al solicitante a que presente ante la IPEA una respuesta por escrito junto con modificaciones, en su caso, antes de la expiración del plazo de 3 meses a contar desde la fecha de envío del formulario PCT/ISA/220 o antes de la expiración del plazo de 22 meses a contar desde la fecha de prioridad, aplicándose el plazo que expire más tarde. Para otras opciones, consultar el formulario PCT/ISA/220. Nombre y dirección postal de la Administración encargada de la búsqueda internacional OFICINA ESPAÑOLA DE PATENTES Y MARCAS Paseo de la Castellana Fecha en que se ha efectivamente esta opinión concluido Funcionario autorizado G. Esteban García 5 febrero 2015 (05.02.2015) Nº de fax: 91 349 53 04 Formulario PCT/ISA/237 (Primera página)(Julio 2011) Nº de teléfono: 91 349 54 25 Solicitud internacional Nº OPINIÓN ESCRITA DE LA ADMINISTRACIÓN ENCARGADA DE LA BÚSQUEDA INTERNACIONAL Recuadro I. PCT/ES2014/000193 Base de la opinión 1. Por lo que respecta al idioma esta opinión se ha establecido sobre la base de: la solicitud internacional en el idioma en el cual se depositó una traducción de la solicitud original al , que es el idioma de una traducción proporcionada a los fines de la búsqueda internacional (según las Reglas 12.3.a) y 23.1.b)). 2. Esta opinión se ha establecido teniendo en cuenta la rectificación de un error evidente autorizado por o notificado a esta Administración según la Regla 91 (Regla 43bis.1 a)). 3. En lo que se refiere a las secuencias de nucleótidos y/o de aminoácidos divulgadas en la solicitud internacional y necesarias para la invención reivindicada, esta opinión se ha establecido sobre la base de una lista de secuencias presentada o entregada: a. Medios en papel en formato electrónico b. Cuando 4. en la solicitud internacional tal y como se presentó presentado junto con la solicitud internacional en formato electrónico presentado posteriormente a esta Administración a los fines de la búsqueda Además, en caso de que se haya presentado más de una versión o copia de una lista de secuencias y/o tabla relacionada con ella, se ha entregado la declaración requerida de que la información contenida en las copias subsiguientes o adicionales es idéntica a la de la solicitud tal y como se presentó o no va más allá de lo presentado inicialmente. 5. Comentarios adicionales: Formulario PCT/ISA/237 (Recuadro I)(Julio 2011) Solicitud internacional Nº OPINIÓN ESCRITA DE LA ADMINISTRACIÓN ENCARGADA DE LA BÚSQUEDA INTERNACIONAL Recuadro V. PCT/ES2014/000193 Declaración motivada según la Regla 43bis.1.a)i) sobre la novedad, la actividad inventiva y la aplicación industrial; citas y explicaciones en apoyo de esta declaración 1. Declaración Novedad Reivindicaciones Reivindicaciones 1-11 Sí NO Actividad inventiva Reivindicaciones Reivindicaciones 1-11 Sí NO Aplicación industrial Reivindicaciones Reivindicaciones 1-11 Sí NO 2. Citas y explicaciones Doc. Número Publicación o Identificación Fecha Pub. D01 ÁLVAREZ, M.S. et al. Bioresource Technology 2013, Vol. 146, pp. 689-695 WO 2011/119112 A1 (BIOMAX TECHNOLOGIES PTE LTD) DURAN, C. et al. Journal of AOAC International 2011, Vol. 94, Nº1, pp. 286-292. WILLAUER, R.D. et al. Journal of Chromatography B 2000, Vol. 743, pp. 127-135. 06.08.2013 D02 D03 D04 29.09.2011 2011 2000 El objeto de la invención es un procedimiento en varias etapas para la eliminación de compuestos orgánicos presentes en aguas residuales que comprende el tratamiento de la corriente acuosa en un reactor biológico, la separación de la materia biológica y la extracción de los compuestos orgánicos no metabolizados; y el uso del procedimiento anterior en aguas residuales de origen urbano o industrial, y provenientes del tratamiento de suelos contaminados. El documento D01, que se considera el estado de la técnica más cercano a la invención, divulga una estrategia de remediación para la eliminación de pigmentos de una corriente de aguas contaminadas procedente de la industria textil que consiste en un proceso biológico y físico secuencial (ver página 689, resumen; página 694, conclusión). Para ello se estudiaron diversos sistemas acuosos bifásicos que contenían un surfactante no iónico, como puede ser Tween 20 ó Tween 80, y una sal orgánica potásica (citrato, oxalato y tartrato), que actúa como agente de “salting out”, y su aplicación para la extracción de pigmentos orgánicos sintéticos (ver página 691, apartado 2.7; página 692, apartado 3.2). Así, el procedimiento de remediación divulgado en este documento comienza con una primera etapa, en la que el efluente que contiene Reactive Black 5 (Reactivo negro 5) y Acid Black 48 (Ácido negro 48), pigmentos de tipo diazo y antraquinona, respectivamente, se somete a degradación biológica por tratamiento con Anoxybacillus flavithermus, cultivado en un medio que contiene tripticasa, levadura, cloruro sódico y agar (ver página 690, apartados 2.2 y 2.3). Una vez separadas las células mediante centrifugación (ver página 690, apartado 2.5), se utilizó un sistema bifásico (Tween 20+citrato potásico) para extraer la carga contaminante no degradada (ver páginas 693-694, apartado 3.3). Continúa en página siguiente… Formulario PCT/ISA/237 (Recuadro V)(Julio 2011) Solicitud internacional Nº OPINIÓN ESCRITA DE LA ADMINISTRACIÓN ENCARGADA DE LA BÚSQUEDA INTERNACIONAL Continuación Recuadro V. Continuación PCT/ES2014/000193 Declaración motivada según la Regla 43bis.1.a)i) sobre la novedad, la actividad inventiva y la aplicación industrial; citas y explicaciones en apoyo de esta declaración. La diferencia existente entre el procedimiento descrito en el documento D01 y el de la invención es que, en este último, el medio de cultivo de los microorganismos comprende sales y un surfactante no iónico. El documento D02 divulga un procedimiento para el tratamiento de aguas residuales, que comprende una etapa de contacto entre los residuos orgánicos y al menos un microorganismo, que puede ser Bacillus sp. o Pseudomonas sp. (ver página 2, línea 31-página 3, línea 5). Adicionalmente, se pueden añadir al residuo orgánico determinados aditivos, como surfactantes (sorbitán, polisorbatos, etc.) o nutrientes, como sales inorgánicas (sulfato magnésico, fosfato sódico o potásico, cloruro sódico o cálcico y nitrato amónico), con el fin de favorecer la conversión (ver página 4, líneas 1-5; página 20, línea 28-página 21, línea 16). El documento D03 divulga la aplicación de la técnica de extracción “cloud point” (punto de turbidez) utilizando el surfactante no iónico Triton X-100 para eliminar un pigmento altamente tóxico, como es la rodamina 6G de agua y de aguas residuales (ver página 286, resumen). El documento divulga un estudio sobre los efectos de diferentes parámetros analíticos en la eficiencia de la extracción, como son el pH, la concentración de Triton X-100 y de sales, la temperatura de equilibrio y el tiempo de incubación. El documento D04 divulga la aplicación de un sistema bifásico acuoso de extracción al proceso de fabricación de papel, lo que incluye un estudio sobre la distribución de las diversas fracciones de lignina y celulósicas en dicho sistema, así como el efecto de la temperatura en la composición del sistema y la partición de solutos (ver página 127, resumen). Los sistemas bifásicos estudiados se prepararon a partir de soluciones de polietilénglicol (PEG)-2000 y concentraciones crecientes de sales, como son carbonato potásico, sulfato amónico e hidróxido sódico. Los documentos citados muestran sólo el estado de la técnica del campo al que pertenece la invención. Ninguno de ellos, tomado solo o en combinación con los otros, divulga ni contiene sugerencia alguna que pudiera dirigir al experto en la materia hacia la invención recogida en la reivindicación independiente 1, que se refiere a un procedimiento en varias etapas para la eliminación de compuestos orgánicos presentes en aguas residuales que comprende la utilización de un surfactante no iónico y sales en la etapa de tratamiento biológico y en la extracción de los compuestos orgánicos no metabolizados; y, por lo tanto, tampoco hacia el uso del procedimiento anterior en aguas residuales de origen urbano o industrial, y provenientes del tratamiento de suelos contaminados (reivindicaciones independientes 10 y 11). Por lo tanto, se considera que el objeto de las reivindicaciones 1-11 reúne los requisitos de novedad, actividad inventiva y aplicación industrial recogidos en los Artículos 33(2), (3) y (4) PCT. Formulario PCT/ISA/237 (Recuadro V continuación )(Julio 2011) Solicitud internacional Nº OPINIÓN ESCRITA DE LA ADMINISTRACIÓN ENCARGADA DE LA BÚSQUEDA INTERNACIONAL CLASIFICACIÓN OBJETO DE LA SOLICITUD C02F9/14 (2006.01) C02F3/02 (2006.01) C02F3/34 (2006.01) C02F1/54 (2006.01) C02F101/30 (2006.01) Formulario PCT/ISA/237 (Hoja Adicional)(Julio 2011) PCT/ES2014/000193 Nota Informativa Para recuperar los documentos citados en el informe, deberá introducir los siguientes datos en la página web indicada más abajo: Página web: https://tramites.oepm.es/pater/citados/ Número de expediente: PCT_ES2014_000193 Contraseña: 3ec056eb Dichos documentos estarán disponibles para su descarga al menos un año. Para acceder a los servicios seguros de la OEPM, los navegadores deben tener instalado el certificado de seguridad FNMT Clase 2 CA de la Fábrica Nacional de Moneda y Timbre, que es el que certifica el acceso seguro a todas las Administraciones Públicas. 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Los textos sujetos a derechos de autor no pueden ser copiados o utilizados en otras publicaciones electrónicas o impresas ni redistribuidos sin el permiso expreso del titular del derecho de autor. OEPM, Paseo de la Castellana, 75 – 28071 Madrid (España) – Tel: (+34) 902 157 53 – Fax: (+34) 91 349 5597 1109P3 ( 02.12 ) 1 de 1 ANNEX 15 FIGURES AND TABLES. Annex 1.2 Pseudomonas stutzeri Adapted Pseudomonas stutzeri 0.9 0.9 0.6 0.6 0.3 0.3 0.0 Absorbance Absorbance 1.2 0.0 0 2 4 6 8 warneri 0 Staphylococcus 2 4 6 8 Shewanella oneidensis 0.9 0.9 0.6 0.6 0.3 0.3 0.0 0.0 0 2 4 6 8 Consortium C26b 0 2 4 Days 6 8 10 X Data 0.9 0.6 0.3 0.0 0 2 4 Days 6 8 10 Figure A.1. Microbial growth at MIC concentration of C2PyC2SO4 in RM (∆) and MM (○) of Ps. stutzeri, adapted Ps. stutzeri, St. warneri, S. oneidensis and Consortium C26b 1 Annex 1.2 1.2 Absorbance 0.9 0.9 0.6 0.6 0.3 0.3 0.0 Absorbance Anoxybacillus flavithermus Thermus thermophilus 0.0 0 2 4 6 8 0 Phanerochaete chrysosporium 2 6Trametes 8versicolor 4 0.9 0.9 0.6 0.6 0.3 0.3 0.0 0.0 0 2 4 6 8 Halobacterium salinarum 0 2 4 Days 6 8 10 0.9 0.6 0.3 0.0 0 2 4 Days 6 8 10 Figure A.2. Microbial growth at MIC concentration of C2PyC2SO4 in RM of T. thermophilus, A. flavithermus, P. chrysosporium, Tr. versicolor and H. salinarum 2 Annex Adapted Pseudomonas stutzeri Pseudomonas stutzeri 1.2 0.9 0.9 0.6 0.6 0.3 0.3 0.0 0 2 4 Staphylococcus 6 8 warneri 0 2 Shewanella oneidensis 6 8 4 0.0 0.9 0.9 0.6 0.6 0.3 0.3 0.0 Absorbance Absorbance 1.2 0.0 0 2 4 6 Consortium C26b0 8 2 4 6 8 10 Days X Data 0.9 0.6 0.3 0.0 0 2 4 6 8 10 Days Figure A.3. Microbial growth at MIC concentration of C2C1imC1SO4 in RM (∆) and MM (○) of Ps. stutzeri, adapted Ps. stutzeri, St. warneri, S. oneidensis and Consortium C26b 3 Annex Thermus thermophilus Anoxybacillus flavithermus 1.2 0.9 0.9 0.6 0.6 0.3 0.3 0.0 Absorbance Absorbance 1.2 0.0 0 2 4 6 8 0 Phanerochaete chrysosporium 2 6Trametes 8versicolor 4 0.9 0.9 0.6 0.6 0.3 0.3 0.0 0.0 0 2 4 6 8 Halobacterium salinarum 2 4 6 8 10 Days 0.9 0.6 0.3 0.0 0 2 4 Days 6 8 10 Figure A.4. Microbial growth at MIC concentration of C2C1imC1SO4 in RM of T. thermophilus, A. flavithermus, P.. chrysosporium, Tr. versicolor and H. salinarum 4 Annex 1.2 1.2 Adapted Pseudomonas stutzeri 0.9 0.9 0.6 0.6 0.3 0.3 0.0 Absorbance Absorbance Pseudomonas stutzeri 0.0 0 2 Staphylococcus 4 warneri 6 8 0 2 Shewanella 4 oneidensis 6 8 0.9 0.9 0.6 0.6 0.3 0.3 0.0 0.0 0Consortium 2 C26b 4 6 8 0 2 4 Days 6 8 10 X Data 0.9 0.6 0.3 0.0 0 2 4 6 8 10 Figure A.5. Microbial growth at MIC concentration of C2C1imC2SO4 in RM (∆) and MM (○) of Ps. stutzeri, adapted Ps. stutzeri, St. warneri, S oneidensis and Consortium C26b 5 Annex 1.2 1.2 Anoxybacillus flavithermus 0.9 0.9 0.6 0.6 0.3 0.3 0.0 Absorbance Absorbance Thermus thermophilus 0.0 0Phanerochaete 2 4 6 chrysosporium 8 0Trametes 2versicolor 4 6 8 0.9 0.9 0.6 0.6 0.3 0.3 0.0 0.0 0Halobacterium 2 4 salinarum 6 8 0 2 4 Days 6 8 10 0.9 0.6 0.3 0.0 0 2 4 Days 6 8 10 Figure A.6. Microbial growth at MIC concentration of C2C1imC2SO4 in RM of T. thermophilus, A. flavithermus, P.. chrysosporium, Tr. versicolor and H. salinarum 6 Annex 0.8 0.8 Absorbance 0.6 0.6 0.4 0.4 0.2 0.2 0.0 Absorbance Adapted Pseudomonas stutzeri Pseudomonas stutzeri 0.0 0 2 4 Staphylococcus 6 warneri 0 2 4 Shewanella6 oneidensis 0.6 0.6 0.4 0.4 0.2 0.2 0.0 0.0 0 2 4 6 Consortium C26b 2 4 Days 6 8 X Data 0.6 0.4 0.2 0.0 0 2 4 Days 6 8 Figure A.7. Microbial growth at MIC concentration of P4441C1SO4 in RM (∆) and MM (○) of Ps. stutzeri, adapted Ps. stutzeri, St. warneri, S. oneidensis and Consortium C26b 7 Annex 0.6 0.6 Anoxybacillus flavithermus 0.4 0.4 0.2 0.2 0.0 Absorbance Absorbance Thermus thermophilus 0.0 0 2 4 6 80 Phanerochaete chrycosporium 2 4 6 versicolor 8 Trametes 0.4 0.4 0.2 0.2 0.0 0.0 0 2 4 Days 6 0 2 4 Days 6 8 Figure A.8. Microbial growth at MIC concentration of P4441C1SO4 in RM of T. thermophilus, A. flavithermus, P.. chrysosporium and Tr. versicolor 8 Annex Table A.1. Binodal data for {Triton-X 100 (1) + C2C1imC2SO4 (2) + + H2O (3)} at several temperatures. 298.15 K 313.15 K 323.15 K 333.15 K 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 61.66 33.49 76.72 18.96 80.50 14.98 85.16 9.45 59.12 32.11 73.00 18.04 76.17 14.17 81.22 9.02 56.65 37.67 72.63 24.05 72.65 24.25 81.84 14.61 53.54 35.60 67.15 22.24 65.38 21.82 75.66 13.50 52.47 42.80 62.41 33.51 58.19 38.97 73.11 24.20 49.22 38.52 55.68 29.89 48.99 32.81 64.35 21.30 47.18 47.18 58.29 38.98 52.79 44.09 63.39 33.96 43.21 43.21 50.44 33.73 43.77 36.56 52.01 27.86 37.66 56.28 51.87 42.45 48.15 48.42 58.28 39.24 33.89 50.64 46.00 37.64 39.27 39.49 46.85 31.54 33.12 61.29 47.09 47.65 38.39 57.14 52.61 44.52 28.96 53.59 40.53 41.01 30.43 45.29 41.28 34.93 24.13 69.81 38.01 57.36 33.57 63.00 48.28 48.74 20.71 60.00 31.34 47.28 26.05 48.83 36.71 37.06 18.65 73.91 30.98 64.38 28.91 66.83 38.04 58.63 16.18 64.13 25.17 52.31 22.00 50.86 27.89 42.99 9.09 82.14 28.48 66.52 23.57 71.58 33.86 62.60 7.84 70.82 22.87 53.41 17.75 53.90 24.16 44.67 4.19 87.13 23.26 71.46 9.42 83.18 28.98 67.52 3.65 75.86 18.63 57.24 7.59 67.03 20.26 47.20 9.66 85.41 4.51 87.09 23.92 72.05 7.17 63.40 3.49 67.47 16.91 50.94 4.67 86.52 14.93 79.69 3.78 69.98 11.03 58.89 9.12 81.87 7.00 62.86 4.24 82.69 3.87 75.45 Standard uncertainties are ur(w) = ± 0.02, u(T) = ± 0.01 K; u(P) = ± 2 kPa. 9 Annex Table A.2. Binodal data for {Triton-X 102 (1) + C2C1imC2SO4 (2) + + H2O (3)} at several temperatures. 298.15 K 313.15 K 323.15 K 333.15 K 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 56.30 37.78 71.75 24.03 79.75 16.02 80.95 14.93 54.32 36.45 67.79 22.70 76.96 15.46 76.95 14.19 52.02 42.49 63.13 33.56 72.46 24.61 73.50 23.99 49.03 40.05 57.13 30.37 66.33 22.53 65.61 21.42 47.35 47.07 58.02 38.87 56.79 40.17 62.50 34.78 44.52 44.26 52.02 34.85 49.07 34.71 53.47 29.76 37.48 56.59 52.42 43.14 52.57 43.10 58.51 39.10 34.36 51.87 46.86 38.57 45.60 37.60 49.18 32.86 32.71 60.39 49.36 47.26 49.03 48.29 53.65 43.94 29.59 54.63 43.18 41.34 41.38 40.76 44.31 36.30 23.05 70.07 38.39 57.41 38.22 57.73 48.81 48.69 20.75 63.08 32.97 49.31 31.97 48.29 40.03 39.94 9.01 82.59 33.42 62.12 33.68 62.73 38.56 58.15 8.05 73.79 28.42 52.82 27.48 51.20 31.19 47.03 4.62 85.77 28.76 66.58 29.67 66.23 33.42 62.38 4.22 78.19 24.31 56.29 24.63 53.31 28.94 53.75 23.63 71.12 24.15 71.56 28.97 67.40 19.94 60.03 19.45 57.64 22.55 52.45 9.37 84.27 9.24 84.61 24.01 71.68 7.73 69.51 7.70 70.56 19.37 57.83 4.56 86.76 4.44 86.94 14.14 80.64 3.93 74.67 3.80 74.34 11.26 64.21 9.56 84.69 7.71 68.26 4.79 86.86 4.09 74.09 Standard uncertainties are ur(w) = ± 0.02, u(T) = ± 0.01 K; u(P) = ± 2 kPa. 10 Annex Table A.3. Experimental tie–lines in mass percentage for {Surfactant (1) + C2C1imC2SO4 (2) + H2O (3)} at several temperatures. Surfactant-rich phase I 100 w1 I 100 w2 Ionic liquid-rich phase II 100 w1 Feed II 100 w 2 100w1 100w2 Triton X-100 (1) + C2C1imC2SO4 (2) + H2O (3) T = 298.15 K 58.19 33.06 1.87 79.35 25.74 59.43 59.79 35.01 3.18 84.98 27.59 63.66 55.86 34.14 3.43 75.30 25.36 58.16 59.50 33.64 2.34 84.53 27.22 62.56 Triton X-102 (1) + C2C1imC2SO4 (2) + H2O (3) T = 298.15 K 54.74 40.37 3.44 85.97 27.55 64.22 53.83 39.24 2.66 84.11 27.18 62.92 51.97 38.14 2.18 82.34 26.17 61.27 Triton X-100 (1) + C2C1imC2SO4 (2) + H2O (3) T = 313.15 K 75.86 20.25 3.64 84.39 22.34 68.05 72.89 20.05 3.76 82.48 21.766 66.05 69.90 21.12 2.22 79.64 21.36 63.72 65.80 23.30 2.18 76.41 19.99 61.87 59.66 27.11 1.90 73.89 19.89 59.66 Triton X-102 (1) + C2C1imC2SO4 (2) + H2O (3) T = 313.15 K 69.82 26.19 3.18 86.28 27.59 64.36 69.54 25.10 2.38 83.79 26.71 62.64 65.65 25.47 2.05 81.95 26.20 61.15 62.55 27.45 1.93 79.17 25.36 59.42 58.66 29.93 1.99 78.00 24.94 58.09 Triton X-100 (1) + C2C1imC2SO4 (2) + H2O (3) T = 323.15 K 79.29 16.81 4.15 83.94 27.21 63.64 78.63 15.29 2.59 81.64 26.38 61.22 76.79 15.16 2.24 77.82 25.45 58.96 74.92 15.81 2.56 73.08 23.93 56.28 Triton X-102 (1) + C2C1imC2SO4 (2) + H2O (3) T = 323.15 K 79.55 17.49 2.79 85.19 27.32 63.59 78.01 16.55 1.87 82.57 26.57 61.82 75.98 16.63 2.21 79.52 26.62 59.14 70.22 20.18 3.20 75.96 25.00 58.29 Triton X-100 (1) + C2C1imC2SO4 (2) + H2O (3) T = 333.15 K 83.48 11.69 2.49 86.32 27.54 63.71 82.96 10.73 3.26 81.34 26.09 61.00 78.36 10.38 2.15 76.67 24.74 57.87 11 Annex 73.66 15.68 1.93 74.21 23.68 56.49 69.02 22.12 2.99 69.20 23.08 53.73 Triton X-102 (1) + C2C1imC2SO4 (2) + H2O (3) T = 333.15 K 12 81.14 21.56 4.27 85.89 28.36 64.25 78.70 16.31 3.74 83.53 27.44 62.47 76.23 16.87 3.29 80.28 27.22 60.51 73.98 17.15 2.86 79.00 26.17 59.09 Annex Table A.4. Binodal data for {Triton X-100 (1) + N1112OHCl (2) +H2O (3)} at several temperatures. T = 298.15 K T = 313.15 K T = 333.15 K T = 323.15 K 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 77.41 1.42 75.14 0.19 76.27 1.01 76.09 1.06 74.51 0.32 74.89 0.90 71.84 8.52 70.08 9.58 71.34 8.31 71.60 7.11 70.02 0.51 68.01 0.57 69.71 0.28 69.37 0.68 64.88 16.58 64.89 16.36 65.61 16.76 64.89 16.47 64.47 0.75 64.38 0.61 64.44 0.31 64.07 0.68 59.32 0.65 59.79 23.84 59.21 0.61 59.38 0.49 59.30 25.87 59.42 0.71 58.71 25.22 57.42 25.48 54.12 0.44 54.17 1.03 54.12 0.39 54.02 0.39 52.34 34.60 52.32 33.62 51.39 34.53 51.54 33.83 49.88 0.57 49.49 0.62 49.55 0.31 49.18 0.59 44.47 0.65 45.31 41.61 45.29 0.12 43.72 42.68 44.24 43.45 44.34 0.51 43.78 44.03 43.53 0.48 39.01 0.49 39.74 0.31 38.74 0.21 39.89 0.44 35.84 53.76 35.55 53.21 36.27 53.82 36.27 51.58 34.83 0.24 35.01 0.50 34.71 0.22 34.98 0.54 29.03 0.65 29.52 0.51 29.83 0.23 29.59 0.58 26.53 64.67 26.85 62.63 28.36 0.52 24.21 65.37 19.51 0.55 19.47 0.61 27.74 64.22 20.02 0.38 18.06 74.81 18.09 73.60 26.53 3.09 19.72 0.24 14.71 0.54 10.07 84.78 25.95 6.63 18.77 72.58 12.84 0.17 9.46 0.41 25.87 11.11 18.75 1.86 12.12 29.55 7.68 31.23 24.75 16.63 18.47 4.69 11.95 7.90 7.20 0.10 23.19 23.32 18.45 8.19 11.73 1.39 6.68 56.28 13 Annex 21.16 31.40 18.16 11.92 11.60 17.40 5.97 13.92 19.33 74.23 17.80 17.37 11.45 2.93 4.97 0.68 18.43 42.68 16.15 22.96 11.27 11.06 4.95 7.41 14.04 53.91 13.92 37.57 10.82 4.72 4.92 3.16 9.67 86.67 12.23 47.31 10.52 43.59 4.61 1.16 7.64 68.50 10.63 83.46 9.38 85.88 4.52 1.80 1.06 97.33 7.65 60.02 6.61 60.55 4.35 0.58 0.97 88.71 1.07 95.25 0.82 95.29 4.13 3.79 0.95 85.15 0.74 85.92 0.88 96.51 0.78 85.47 Standard uncertainties are ur(w) = ± 0.02, u(T) = ± 0.01 K; u(P) = ± 2 kPa. 14 Annex Table A.5. Binodal data for {Triton X-102 (1) + N1112OHCl (2) +H2O (3)} at several temperatures. T = 298.15 K T = 313.15 K T = 333.15 K T = 323.15 K 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 75.22 0.98 74.97 0.70 75.85 0.97 75.89 0.83 74.14 0.68 74.84 0.49 70.12 7.72 68.14 0.44 70.46 7.90 71.11 4.74 70.01 0.52 67.94 9.77 69.31 0.67 69.54 0.51 64.44 16.94 65.14 15.00 64.73 15.99 64.11 0.64 64.33 0.89 64.51 0.48 64.11 0.64 63.13 16.09 59.59 0.38 59.81 0.32 59.04 0.78 59.21 0.66 58.65 25.04 58.08 24.77 58.55 24.88 57.31 24.75 54.22 0.34 54.48 0.72 53.87 0.64 54.11 0.30 50.63 33.76 52.17 32.67 51.34 34.52 53.35 30.05 49.88 0.57 49.66 0.45 49.24 0.62 49.05 0.72 44.51 0.61 44.55 41.74 45.01 0.40 43.56 0.45 43.16 43.40 44.48 0.37 43.87 43.86 41.51 44.37 39.01 0.49 39.54 0.52 38.21 0.73 40.01 0.32 34.42 0.65 37.13 51.64 37.48 0.49 36.06 51.58 34.41 55.21 35.03 0.48 36.72 4.12 35.22 0.30 29.35 0.33 29.28 0.75 35.26 8.71 30.83 0.29 27.46 64.29 27.65 62.82 35.18 55.36 29.89 0.28 26.12 0.34 19.70 0.22 32.75 13.92 28.84 7.35 23.98 2.64 19.49 0.59 30.11 20.25 28.18 1.88 23.01 6.05 19.18 75.37 28.71 62.48 27.18 11.73 22.11 9.44 18.31 2.63 27.11 27.11 26.64 63.16 21.48 14.32 18.29 4.21 22.97 36.14 26.22 14.77 19.62 19.73 16.34 6.97 15 Annex 19.64 42.73 22.95 24.53 17.81 75.82 15.89 9.95 18.86 74.80 20.59 29.46 17.59 28.23 14.86 13.92 14.06 55.76 18.58 73.78 15.69 36.73 14.42 20.05 9.39 86.92 16.89 40.03 11.22 47.76 13.08 29.71 7.51 69.49 12.92 51.30 10.29 84.53 10.62 41.75 0.96 96.66 9.25 85.76 7.37 60.51 8.67 86.65 0.88 88.45 6.93 64.23 1.05 95.53 5.97 59.69 1.25 95.78 0.94 85.08 1.01 96.76 1.12 85.60 0.88 83.88 Standard uncertainties are ur(w) = ± 0.02, u(T) = ± 0.01 K; u(P) = ± 2 kPa. 16 Annex Table A.6. Binodal data for {Tween 80 (1) + N1112OHCl (2) +H2O (3)} at several temperatures. 298.15 K 313.15 K 333.15 K 323.15 K 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 74.47 0.35 75.00 0.33 70.19 0.34 68.21 0.37 72.27 1.11 71.36 1.30 70.18 0.83 69.53 1.23 71.66 8.16 69.66 0.39 67.97 7.87 67.84 7.81 69.65 0.33 69.50 8.14 64.86 0.36 64.60 0.39 65.82 16.18 64.35 0.40 63.08 15.19 63.23 15.42 64.39 0.36 64.21 15.96 59.59 0.38 59.72 0.41 59.48 0.34 59.47 0.40 58.51 23.00 55.34 25.10 59.46 25.66 57.40 24.83 54.22 0.34 54.75 0.45 54.17 0.34 54.05 0.36 51.00 33.96 50.62 33.00 51.80 34.88 50.58 34.24 50.08 0.37 49.64 0.47 49.49 0.37 49.39 0.38 44.73 0.39 44.44 0.41 45.01 0.40 43.64 0.37 42.92 43.60 40.98 44.67 44.16 43.85 43.25 44.08 39.09 0.41 39.67 0.39 40.28 0.62 39.96 0.37 34.71 54.64 35.14 0.37 38.55 0.39 36.26 53.52 34.67 0.40 33.57 53.99 36.81 4.19 35.13 0.39 29.31 0.37 29.65 0.38 36.23 54.29 31.11 0.57 27.81 63.74 27.51 63.28 35.16 8.64 29.83 0.35 24.38 0.29 19.71 0.37 32.73 14.12 28.10 6.98 22.21 5.35 18.86 0.33 30.90 20.81 27.93 3.27 22.07 2.56 18.74 74.17 29.07 67.24 27.82 65.26 21.74 8.55 17.68 2.03 28.53 28.33 26.92 11.64 20.22 13.46 16.86 4.11 24.63 36.91 25.52 17.28 19.58 19.89 16.36 7.42 20.40 47.19 23.55 24.00 18.28 28.78 15.89 17.32 17 Annex 19.19 78.82 22.29 32.91 18.27 74.36 15.60 10.17 14.10 57.92 19.90 74.46 15.85 36.32 14.46 33.26 9.94 88.96 17.68 41.47 12.58 51.21 14.20 22.83 8.09 72.39 14.04 52.55 10.96 84.59 11.86 46.93 0.99 98.77 9.72 88.07 8.36 64.48 8.68 86.88 0.95 95.23 7.68 69.60 0.69 98.58 6.32 63.27 0.92 98.18 0.66 93.87 1.02 97.80 0.88 93.96 0.96 92.04 Standard uncertainties are ur(w) = ± 0.02, u(T) = ± 0.01 K; u(P) = ± 2 kPa. 18 Annex Table A.7. Binodal data for {Tween 20 (1) + N1112OHCl (2) +H2O (3)} at several temperatures. 298.15 K 313.15 K 333.15 K 323.15 K 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 76.46 0.90 76.61 1.29 75.08 0.34 74.50 0.32 74.50 0.32 75.01 0.32 73.75 0.85 74.29 1.00 71.57 7.81 70.19 7.87 70.20 0.33 69.67 0.31 69.67 0.31 69.72 0.33 69.07 7.72 68.60 7.52 64.59 16.28 66.39 16.09 64.88 0.34 64.46 0.29 64.46 0.29 64.42 0.33 63.82 15.39 61.12 17.22 59.52 0.30 59.52 0.35 59.60 0.37 59.52 0.30 54.22 0.29 58.95 25.27 56.60 25.07 56.51 24.69 54.11 30.23 54.00 0.41 54.18 0.38 54.22 0.29 50.35 35.19 52.01 34.56 50.28 32.74 49.55 32.76 49.55 0.31 49.42 0.35 50.05 0.40 49.55 0.31 45.09 0.32 44.47 43.55 44.82 0.30 45.09 0.32 44.85 0.53 43.65 0.36 42.87 42.39 42.05 43.62 43.68 43.53 39.99 0.34 39.15 0.35 35.83 52.43 43.35 4.73 37.62 0.63 35.24 52.52 27.36 3.00 40.11 10.11 36.64 4.11 34.71 0.36 25.90 7.30 35.75 53.65 36.06 54.81 32.47 3.63 25.35 11.07 35.48 19.82 35.39 8.57 32.29 0.37 25.34 0.34 33.71 23.56 32.72 14.03 31.69 7.64 24.12 15.95 29.33 29.23 29.45 19.57 29.32 0.36 23.91 67.34 27.45 64.18 27.39 64.07 28.47 60.80 21.23 22.03 25.08 37.64 26.73 26.17 28.33 12.54 19.59 28.67 20.17 47.16 23.20 35.27 27.14 17.67 18.04 73.99 18.62 75.21 19.07 44.61 24.35 24.07 14.92 42.03 19 Annex 14.62 59.07 18.52 74.90 21.54 32.10 12.46 51.11 9.62 87.82 13.64 55.16 18.81 72.64 9.67 84.96 7.92 72.27 9.57 86.23 18.35 39.18 7.42 65.15 1.03 97.47 7.66 68.98 12.86 49.65 1.07 97.85 1.00 94.21 1.16 97.09 9.71 83.33 1.00 91.74 1.10 92.28 7.84 67.28 1.00 97.46 0.94 91.58 Standard uncertainties are ur(w) = ± 0.02, u(T) = ± 0.01 K; u(P) = ± 2 kPa. 20 Annex Table A.8. Experimental tie–lines in mass percentage for Surfactant (1) + N 1112OHCl (2) + H2O (3) at several temperatures Surfactant-rich phase I 100 w1 Ionic liquid-rich phase I 100 w2 II 100 w1 II 100 w 2 TLL S Triton X-100 (1) + N1112OHCl (2) + H2O (3) T = 298.15 K 93.32 1.06 0.16 66.87 114.1 -1.4156 78.25 4.96 0.22 54.94 92.7 -1.5612 53.91 14.04 0.29 45.59 62.2 -1.6995 T = 313.15 K 90.23 1.22 0.19 66.85 111.4 -1.3719 68.71 5.91 0.22 51.89 82.5 -1.4896 37.57 13.92 0.31 36.54 43.6 -1.6472 T = 323.15 K 85.92 0.74 0.15 68.10 109.1 -1.2733 71.03 4.32 0.21 55.62 87.4 -1.3805 60.55 6.61 0.27 43.30 70.6 -1.6430 43.59 10.52 0.30 35.40 49.9 -1.7400 29.55 12.12 0.32 23.06 31.2 -2.6718 T = 333.15 K 87.39 0.53 0.14 67.55 110.0 -1.3019 79.90 2.59 0.18 58.34 97.3 -1.4300 65.51 5.18 0.24 46.03 67.0 -1.5978 58.96 3.67 0.28 35.27 66.6 -1.8570 42.42 7.50 0.33 23.71 45.1 -2.5965 34.07 4.63 0.42 14.29 35.0 -3.4834 Triton X-102 (1) + N1112OHCl (2) + H2O (3) T = 298.15 K 93.69 0.72 0.16 65.06 113.5 -1.4537 88.45 0.88 0.27 55.81 103.9 -1.6053 69.49 7.51 0.30 44.77 78.6 -1.8570 T = 313.15 K 93.69 0.72 0.15 67.60 115.0 -1.3986 85.60 1.12 0.27 57.23 102.1 -1.5208 64.23 6.93 0.30 43.23 73.5 -1.7612 T = 323.15 K 92.89 0.77 0.16 67.44 114.2 -1.3909 85.08 0.94 0.19 58.01 102.3 -1.4875 70.35 4.49 0.24 46.03 81.5 -1.6878 21 Annex 47.76 11.23 0.28 33.44 52.4 -2.1378 T = 333.15 K 89.15 0.85 0.18 66.82 110.8 -1.3486 78.75 1.15 0.22 57.55 96.7 -1.3924 59.69 5.97 0.26 45.62 71.4 -1.4989 41.75 10.62 0.31 35.56 48.4 -1.6616 29.71 13.08 0.37 25.94 32.0 -2.2815 Standard uncertainties are ur(w) = ± 0.02, u(T) = ± 0.01 K; u(P) = ± 2 kPa. 22 Annex Table A.9. Experimental tie–lines in mass percentage for Surfactant (1) + N 1112OHCl (2) + H2O (3) at several temperatures. Surfactant-rich phase I 100 w1 Ionic liquid-rich phase I 100 w2 II 100 w1 II 100 w 2 TLL S Tween 80 (1) + N1112OHCl (2) + H2O (3) T = 298.15 K 95.23 0.95 0.18 68.61 116.7 -1.4048 85.55 4.45 0.26 60.45 102.0 -1.5230 72.35 8.09 0.35 49.43 83.0 -1.7417 T = 313.15 K 93.96 0.88 0.16 65.35 113.8 -1.4549 74.02 8.17 0.28 55.85 87.8 -1.5466 52.55 14.04 0.39 45.16 60.7 -1.6761 T = 323.15 K 93.87 0.66 0.15 66.33 114.4 -1.4271 71.02 8.99 0.23 53.28 83.5 -1.5983 51.21 12.58 0.42 41.22 58.3 -1.7734 T = 333.15 K 92.04 0.96 0.20 64.33 111.6 -1.4493 67.22 8.11 0.25 50.62 79.3 -1.5754 46.93 11.86 0.35 35.84 52.4 -1.9425 Tween 20 (1) + N1112OHCl (2) + H2O (3) T = 298.15 K 94.21 0.99 0.11 67.73 115.4 -1.4099 78.00 7.00 0.31 61.11 94.7 -1.4358 59.07 14.62 0.34 54.21 70.8 -1.4835 T = 313.15 K 92.28 1.10 0.22 68.49 114.1 -1.3661 68.98 7.66 0.25 59.51 86.1 -1.3256 44.61 19.07 0.38 50.95 54.5 -1.3874 T = 323.15 K 91.58 0.94 0.28 63.89 113.4 -1.3614 67.28 7.84 0.34 56.93 82.3 -1.4037 49.65 12.89 0.39 46.46 58.0 -1.6238 T = 333.15 K 91.79 1.00 0.12 63.20 110.8 -1.4738 65.15 7.41 0.25 52.45 79.0 -1.4409 42.03 14.92 0.40 42.70 50.0 -1.4986 Standard uncertainties are ur(w) = ± 0.02, u(T) = ± 0.01 K; u(P) = ± 2 kPa. 23 Annex Table A.10. Binodal data for {Triton X-100 (1) + salt (2) + H2O (3)} two-phase systems at T=298.15 K. K3PO4 K2HPO4 K2SO3 K2CO3 (NH4)2HPO4 (NH4)2SO4 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 0.17 56.73 0.81 60.62 4.00 42.40 2.22 49.43 1.26 52.69 0.33 65.53 0.21 56.33 1.26 55.57 4.16 39.87 2.67 46.22 1.60 49.87 2.17 53.11 1.53 50.06 2.10 50.16 4.26 40.83 3.12 41.08 2.06 46.11 3.01 47.29 2.24 46.35 2.26 48.70 4.36 37.16 3.33 39.23 3.20 40.11 3.68 41.47 2.50 44.87 2.44 48.02 4.70 35.89 3.46 39.76 3.26 36.13 4.15 39.31 2.92 41.89 2.47 47.21 4.95 35.47 3.55 37.82 3.29 37.36 4.17 38.47 3.46 38.71 2.91 40.71 5.31 33.84 4.03 34.49 3.88 33.13 4.69 35.28 3.71 37.61 3.04 44.07 5.57 32.58 4.68 29.48 4.16 31.14 5.00 32.35 4.25 33.37 3.50 38.05 5.77 30.96 5.22 24.41 4.16 31.14 5.42 28.88 4.50 32.11 3.81 36.58 5.96 28.61 5.71 20.54 4.41 29.21 5.79 26.76 5.31 27.18 4.60 34.03 6.51 26.72 5.97 17.31 4.89 25.06 6.16 24.05 5.65 24.11 5.05 30.45 6.79 23.97 6.19 14.82 5.34 23.50 6.72 19.29 6.04 20.97 5.47 27.55 7.54 20.11 6.50 12.79 5.77 18.93 7.00 16.59 6.38 18.89 5.82 25.16 7.87 18.59 6.74 10.69 5.95 17.55 7.48 14.02 6.72 16.62 6.13 23.10 8.09 16.37 6.97 6.67 6.22 15.68 7.76 12.16 7.01 14.02 6.30 21.17 8.25 17.34 6.98 8.70 7.18 12.32 8.00 10.16 7.28 11.60 6.62 19.63 8.37 14.56 7.17 5.82 7.47 10.39 8.18 8.47 7.82 8.80 6.89 17.77 8.40 13.44 7.25 5.00 7.69 8.62 8.69 5.11 8.23 6.34 7.17 16.11 8.73 11.39 7.40 4.20 7.95 6.68 8.89 3.71 8.54 4.48 7.44 14.45 8.83 9.90 7.87 2.74 8.06 5.12 13.28 0.06 8.69 3.52 7.69 13.05 9.01 8.66 11.19 0.06 11.35 0.40 15.19 0.00 8.87 2.38 7.78 11.23 9.22 7.42 13.30 0.00 14.64 0.00 16.42 0.00 9.02 1.67 8.22 9.92 9.37 5.89 15.80 0.00 15.98 0.00 11.23 0.40 8.45 8.50 9.59 4.09 24 Annex 13.38 0.02 8.75 6.99 9.79 3.28 15.14 0.00 9.10 5.66 9.99 2.35 9.35 4.87 12.03 1.19 9.44 4.19 12.65 0.68 9.53 3.30 13.44 0.30 9.66 2.56 9.88 1.86 13.15 0.19 15.07 0.01 17.30 0.00 Standard uncertainties are u(w) = ±0.0002, u(T) = ±0.01 K; u(P) = ±0.03 kPa 25 Annex Table A.11. Binodal data for {Tween 20 (1) + salt (2) + H2O (3)} two-phase systems at T=298.15 K. K3PO4 K2HPO4 K2SO3 K2CO3 (NH4)2HPO4 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 1.51 55.48 1.38 55.32 2.50 55.18 1.35 52.50 1.13 47.75 0.44 59.78 2.22 48.67 2.26 49.71 3.65 48.66 2.28 49.72 2.21 42.89 1.01 56.10 2.67 46.40 2.45 49.09 5.03 41.25 2.50 47.07 2.37 41.86 2.26 50.68 2.84 45.87 3.12 45.44 5.50 38.52 3.50 43.67 3.20 39.56 2.50 53.00 3.05 44.63 3.18 45.15 5.93 35.74 4.08 39.22 3.64 37.19 2.97 49.21 3.45 41.44 3.24 45.00 6.27 34.40 5.03 35.87 3.91 36.73 3.88 44.53 4.42 36.22 3.85 40.13 6.43 30.92 5.70 30.04 4.45 33.69 4.53 40.08 4.50 36.33 4.45 37.63 6.99 28.21 6.09 26.53 4.79 31.59 5.28 37.64 5.19 31.86 5.01 35.19 7.49 25.07 6.80 22.54 5.39 29.05 5.78 35.47 5.86 28.07 5.45 32.44 8.10 22.84 7.70 16.87 6.08 26.24 6.16 33.30 6.66 24.28 5.74 30.31 8.61 20.43 8.21 13.06 6.40 24.41 6.55 31.74 7.48 19.93 6.34 28.01 9.03 18.05 8.52 10.71 6.89 22.23 6.56 31.64 8.12 16.23 6.94 25.28 9.47 15.97 8.61 8.05 7.53 19.48 7.17 28.91 8.27 14.84 7.58 22.39 10.02 14.27 8.74 8.74 8.02 16.86 7.72 25.97 8.36 14.79 8.00 20.08 10.51 12.29 8.93 5.92 8.87 13.20 8.24 23.33 8.80 12.62 8.38 17.74 10.67 10.69 9.00 5.14 9.36 11.66 8.63 21.36 9.13 10.74 8.86 15.59 10.92 9.22 9.08 4.12 9.69 10.29 9.05 19.29 9.26 9.50 9.03 14.37 11.08 7.88 9.34 3.50 10.12 8.19 9.54 16.61 9.61 8.15 9.31 12.73 11.31 6.32 9.39 2.34 10.49 6.40 9.81 14.84 9.88 5.91 9.60 9.62 11.53 5.14 12.88 0.18 10.87 4.09 10.20 13.24 10.07 4.19 9.68 11.23 11.70 4.14 15.46 0.00 13.61 1.11 10.64 11.47 10.19 3.11 10.03 7.82 13.62 2.23 17.45 0.00 16.08 0.13 10.88 9.29 12.61 1.34 10.50 6.25 15.54 0.58 19.21 0.00 11.30 7.91 14.19 0.35 10.80 4.03 18.27 0.05 11.55 6.47 26 100 w2 (NH4)2SO4 100 w1 100 w2 100 w1 Annex 15.62 0.32 11.00 2.90 12.21 4.85 11.12 2.04 12.70 3.43 11.40 1.56 15.56 0.72 13.37 1.18 17.58 0.13 15.05 0.32 19.69 0.01 16.55 0.06 Standard uncertainties are u(w) = ±0.0002, u(T) = ±0.01 K; u(P) = ±0.03 kPa 27 Annex Table A.12. Experimental tie–lines in mass percentage for {Surfactant (1) + salt (2) + H 2O (3)} at T = 298.15 K. Surfactant-rich phase I 100 w1 Inorganic salt-rich phase I 100 w2 II 100 w1 II 100 w 2 TLL S Triton X-100 (1) + K3PO4 (2) + H2O (3) 44.88 2.51 0.40 11.23 45.32 -5.10 50.15 1.47 0.02 13.38 51.53 -4.21 56.34 0.21 0.00 15.15 58.28 -3.77 Triton X-100 (1) + K2HPO4 (2) + H2O (3) 47.21 2.48 0.19 13.15 48.22 -4.40 55.57 1.26 0.00 15.07 57.26 -4.02 60.62 0.81 0.01 17.30 62.80 -3.68 Triton X-100 (1) + K2SO3 (2) + H2O (3) 33.84 5.31 1.20 12.03 33.33 -4.86 40.83 4.26 0.68 12.65 41.02 -4.79 49.00 2.80 0.30 13.44 49.85 -4.57 Triton X-100 (1) + K2CO3 (2) +H2O (3) 39.76 3.46 0.06 11.19 40.45 -5.14 46.18 2.63 0.00 13.30 47.39 -4.32 50.22 2.10 0.00 15.80 52.06 -3.67 Triton X-100 (1) + (NH4)2HPO4 (2) + H2O (3) 33.13 3.88 0.40 11.35 33.57 -4.38 37.36 3.29 0.00 14.64 39.04 -3.29 49.87 1.60 0.00 15.98 51.91 -3.47 Triton X-100 (1) + (NH4)2SO4 (2) + H2O (3) 47.29 3.01 0.00 15.19 48.83 -3.88 39.31 4.15 0.06 13.28 40.30 -4.30 53.11 2.17 0.00 16.42 54.99 -4.07 Tween 20 (1) + K3PO4 (2) + H2O (3) 44.63 3.05 0.35 14.19 45.66 -3.98 48.67 2.22 0.32 15.62 50.17 -3.61 36.33 4.50 1.34 12.61 35.92 -4.32 Tween 20 (1) + K2HPO4 (2) + H2O (3) 35.19 5.01 1.18 13.37 35.03 -4.07 49.71 2.26 0.32 15.05 51.03 -3.86 45.44 3.12 0.06 16.55 47.35 -3.36 Tween 20 (1) + K2SO3 (2) + H2O (3) 28 35.74 5.93 2.23 13.62 34.38 -4.36 55.18 2.50 0.05 18.27 57.35 -3.50 Annex 48.66 3.65 0.58 15.54 49.53 -4.04 Tween 20 (1) + K2CO3 (2) + H2O (3) 35.87 5.03 0.18 12.88 36.54 -4.55 43.67 3.50 0.00 15.46 45.28 -3.65 49.72 2.28 0.00 17.45 51.98 -3.28 Tween 20 (1) + (NH4)2HPO4 (2) + H2O (3) 37.19 3.64 1.11 13.61 37.43 -3.62 42.89 2.21 0.13 16.08 44.95 -3.08 47.75 1.13 0.00 19.21 51.06 -2.64 Tween 20 (1) + (NH4)2SO4 (2) + H2O (3) 50.68 2.26 0.72 15.56 51.70 -3.76 56.10 1.01 0.13 17.58 58.37 -3.38 59.78 0.44 0.01 19.69 62.79 -3.11 29 Annex Table A.13. Binodal data for {Triton X-100 (1) + salt (2) + H2O (3)} two-phase systems at T=298.15 K. K3C6H5O7 K2C4H4O6 K2C2O4 (NaK)C4H4O6 (NH4)2C4H4O6 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 3.29 52.67 4.28 49.83 3.79 45.14 2.60 50.12 2.80 63.00 4.03 49.49 4.90 44.66 4.30 41.80 4.42 41.28 4.09 53.09 4.90 44.26 5.41 42.97 5.52 34.91 5.36 37.74 5.60 43.26 5.30 42.02 6.13 38.32 6.52 28.35 6.24 33.39 6.13 42.47 6.62 36.56 6.94 33.89 7.12 22.98 6.84 28.66 6.43 39.48 7.22 33.17 7.60 30.86 7.44 20.87 7.42 25.99 6.86 36.81 7.82 29.29 8.36 26.05 7.67 19.12 7.94 24.04 7.11 34.54 8.25 26.70 8.65 24.87 8.05 16.38 8.51 21.33 7.33 33.00 8.57 25.02 9.63 21.44 8.20 14.09 8.79 18.89 7.52 31.89 9.25 21.57 10.06 19.07 8.66 12.46 9.18 16.47 7.85 30.29 9.49 19.78 10.17 17.21 8.87 10.49 9.43 14.54 8.03 29.10 9.94 17.47 10.53 15.27 9.12 8.91 9.75 12.67 8.25 27.28 10.24 15.42 10.95 14.11 9.34 7.41 10.10 10.47 8.57 25.39 10.51 13.76 11.22 12.53 9.47 6.05 10.52 8.49 8.85 22.33 10.84 12.14 11.54 10.59 9.64 4.82 10.88 5.82 8.91 20.79 11.11 10.33 11.77 9.05 9.73 3.88 11.31 2.59 9.40 18.75 11.48 8.79 11.77 7.57 9.76 2.75 9.59 16.02 11.60 7.30 11.98 6.40 3.31 50.09 9.80 13.58 12.08 5.82 12.15 5.49 1.95 54.89 10.07 11.50 12.31 4.12 12.43 3.79 10.64 8.50 12.36 3.27 12.67 2.28 10.76 6.05 10.89 4.62 14.58 0.58 17.43 0.02 19.14 0.00 30 Annex Table A.14. Binodal data for {Tween 20 (1) + salt (2) + H2O (3)} two-phase systems at T=298.15 K. K3C6H5O7 K2C4H4O6 K2C2O4 (NaK)C4H4O6 (NH4)2C4H4O6 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 100 w2 100 w1 4.20 50.35 4.85 46.34 4.32 47.60 4.03 48.47 3.18 55.40 5.32 45.66 6.15 42.39 5.03 43.11 4.62 45.92 6.00 49.10 6.42 42.08 7.31 37.68 5.61 39.78 5.35 42.66 6.57 45.61 7.05 38.93 8.19 33.91 6.28 36.53 5.88 40.62 7.25 42.64 7.89 35.09 9.04 30.45 7.16 33.62 7.02 37.69 7.67 42.02 8.80 32.10 9.61 28.25 7.87 29.82 7.15 35.16 8.14 40.40 9.48 29.34 10.63 26.21 8.46 27.37 8.06 32.68 9.44 35.54 10.31 26.83 11.40 23.41 8.71 24.70 8.76 29.56 9.91 33.97 11.39 23.52 12.30 20.09 9.19 22.84 9.14 27.98 10.29 32.49 12.07 21.08 13.47 17.56 9.77 20.78 9.76 26.02 10.69 30.12 12.64 18.36 13.95 15.54 10.19 19.06 10.22 24.35 11.60 27.93 13.24 16.97 14.64 13.03 10.68 17.50 10.63 21.99 12.13 26.26 13.65 15.53 15.30 11.08 11.02 15.62 11.14 20.19 12.58 24.68 14.03 13.35 15.72 9.31 11.40 13.95 11.76 17.91 12.90 23.09 14.65 11.79 16.55 6.91 11.76 12.10 12.46 15.25 13.39 20.98 14.84 10.16 17.15 4.95 12.08 10.57 13.27 13.29 13.85 19.25 15.28 8.91 17.56 3.08 12.26 9.04 13.91 10.53 14.33 17.27 15.54 7.52 12.62 7.77 14.34 8.72 15.05 14.93 16.05 5.48 12.90 6.50 14.81 6.69 15.53 13.66 16.57 3.47 13.09 5.27 15.21 5.25 16.11 11.80 16.93 1.91 13.18 4.09 15.88 2.86 16.52 10.49 13.85 2.27 16.96 8.47 17.34 6.86 17.88 5.54 31 Annex Table A.15. Experimental tie–lines in mass percentage for {Surfactant (1) + salt (2) + H 2O (3)} at T = 298.15 K. Surfactant-rich phase I 100 w1 Organic salt-rich phase I 100 w2 II 100 w1 II 100 w 2 TLL S Triton X-100 (1) + K3C6H5O7 (2) + H2O (3) 32.31 7.34 0.86 15.30 32.45 -3.95 40.16 6.01 0.09 17.76 41.76 -3.41 47.54 4.44 0.01 19.92 49.99 -3.07 Triton X-100 (1) + K2C4H4O6 (2) + H2O (3) 30.02 7.81 0.74 15.90 30.37 -3.62 40.06 6.05 0.08 18.31 41.82 -3.26 49.83 4.28 0.01 20.34 52.35 -3.10 Triton X-100 (1) + K2C2O4 (2) + H2O (3) 28.34 6.52 0.08 12.75 23.81 -3.51 37.59 5.20 0.13 14.06 38.49 -4.23 44.30 4.22 0.03 14.79 45.51 -4.19 Triton X-100 (1) + NaKC4H4O6 (2) +H2O (3) 26.47 7.36 0.80 14.28 26.59 -3.71 39.81 5.06 0.10 16.41 41.30 -3.50 48.45 2.86 0.01 18.47 50.90 -3.10 Triton X-100 (1) + (NH4)2C4H4O6 (2) + H2O (3) 47.29 3.01 0.00 15.19 48.83 -3.88 39.31 4.15 0.06 13.28 40.30 -4.30 53.11 2.17 0.00 16.42 54.99 -4.07 Tween 20 (1) + K3C6H5O7 (2) + H2O (3) 43.65 5.94 1.57 19.80 44.30 -3.04 53.14 3.04 0.36 22.51 56.26 -2.71 56.81 2.01 0.07 24.97 61.21 -2.47 Tween 20 (1) + K2C4H4O6 (2) + H2O (3) 43.64 5.58 1.31 21.31 45.16 -2.69 49.74 3.81 0.35 23.91 53.33 -2.46 54.50 2.57 0.09 26.09 59.27 -2.31 Tween 20 (1) + K2C2O4 (2) + H2O (3) 42.99 5.11 1.84 15.62 42.47 -3.91 48.32 3.67 0.50 17.56 49.79 -3.44 53.34 2.11 0.15 19.07 55.83 -3.13 Tween 20 (1) + NaKC4H4O6 (2) + H2O (3) 32 43.88 5.16 1.51 18.61 44.44 -3.15 50.45 3.24 0.49 20.62 52.84 -2.87 Annex 56.17 1.72 0.19 22.02 59.54 -2.76 Tween 20 (1) + (NH4)2C4H4O6 (2) + H2O (3) 42.02 7.67 3.13 20.30 40.89 -3.08 45.61 6.57 0.73 23.57 47.99 -2.64 55.40 3.18 0.16 26.22 59.85 -2.40 33 ABBREVIATIONS Abbreviations Dyes AB AB 48 Ablu25 AnB AO52 AR 88 ARS AS-GR ATB-2G BB3 BBG BBR BF BG BR46 BY2 CBB CR CRB CV DB71 DB9 DO3 DR19 DR81 DV-K2RL EB FA GY IC LG MB MG Mg I MO MV NB-HE2R NB-RX NcsBG O II RB RB (4,160,171) RB160 RB5 RBB RBblu-R RB-KNB Rbla Rbla B Rblu Rblu RR RGFL RGY-RNL Rho B RO II RO16 RR RR (11,120,141,198,239) RRB RRB Rred Azure B Acid Black 48 Acid blue 25 Aniline Blue Acid Orange 52 Acid Red 88 Alizarin Red S Acid Scarlet GR Acid Turquioise Blue 2G Basic Blue 3 Brilliant Blue G Brilliant Blue R Basic Fuchsin Brilliant Green Basic Red 46 Basic Yellow 2 Cibacron Black B Congo Red Cibacron Red B Crystal Violet Direct Blue 71 Disperse Black 9 Disperse Orange 3 Disperse Red 19 Direct Red 81 Drimaren Violet K2RL Evans Blue Fuchsin Acid Golden Yellow Indigo Carmine Lissamine Green Methylene Blue Malachite Green Magneson I Methyl Orange Methyl Violet Navy Blue HE2R Navy Blue RX Nava cron super Black G Orange II Reactive Black Reactive Black (4,160,171) Reactive Black 160 Reactive Black 5 Remazol Brilliant Blue Remazol Brilliant blue R Reactive Black KNB Remazol black Remazol black B Remazol blue Remazol blue RR Rubine GFL Remazol Golden Yellow RNL Rhodamine B Reactive Orange II Reactive Orange 16 Reactive Red Reactive Red (11,120,141,198,239) Red RB Red RB Remazol red RR-K2BP RV RV-K3R RY RY (15,84) SRR TB TRww-3BS Reactive Red K-2BP Remazol Violet Reactive Violet K3R Remazol Yellow Reactive Yellow (15,84) Scarlet RR Trypan blue Terasil Red ww 3BS Polycyclic Aromatic Hydrocarbons AC CAN AN BaA BaP BbF BeP BkF CHR FA FLU IP NA PHE PYR Acenaphthene Acenaphthene Anthracene Benzo(a)anthracene Benzo(a)Pyrene Benzo(b)fluoranthrene Benzo(e)pyrene Benzo(k)fluoranthrene Chrysene Fluoranthrene Fluorene Indeno(1,2,3-cd)Pyrene Naphthalene Phenanthrene Pyrene Emerging Pollutants AMP AMX ATN BZF CF CLX Dcf Ibp MET NPX OF OLA OTC PCT TYL VIG Ampicillin Amoxicillin Atenolol Bezafibrate Ciprofloxacin Cloxacillin Diclofenac Ibuprofen Metronidazole Naproxen Ofloxacin Olaquindox Oxitetracycline Paracetamol Tylosin Sildenafil citrate (viagra) Polymers and Surfactants (12-3-12) AS C10E4 C11EO2 C11pPHCNa C12-18EO5 C12C6C12(Me) C12CnC12(Et) C12S CnTAB DBAB DPDS DTAB PEG PPG 1,3-propanedyil bis(dodecyl dimethylammonium bromide) Sodium dodecylsulfonate n-decil tetra(ethylene oxide) Polyoxyethylene fatty alcohol o,Ó-bis(sodium 2-lauricate)-p-benzenediol Polyoxyethylene fatty alcohol Hexanediyl---bis-dodecyldimethylammonium bromide Alkanediyl---bis-dodecyldiethylammonium bromide Sodium dodecylsulfate Alkyltrimethylammonium bromide n-dodecyltributylammonium bromide Alkyl diphenyloxide disulfonate Dodecyltrimethylammonium bromide Polyethylene glycol Polypropylene glycol SL Tritón X Tween Sodium laurate Polyoxyethylene t-octylphenol Polyethoxylated sorbitan Ionic Liquids AC1imCl BzC1imC1SO4 BzC1imCl C1PyC1SO4 C2C1imC2SO4 C2C1imCnSO3 C2C1imCnSO4 C4C1imBF4 C4C1imBr C4C1imC1SO4 C4C1imCl C6C1imBF4 C6imCl C8imC1imCl CmC1imBr CnC1imC1SO4 CnC1imCH3COOH CnC1imCl N1112OHCl OHC2C1imCl P4444Br P444C1SO4 Pi444Tos 1-allyl-3- methylimidazolium chloride 1-benzyl-3-methylimidazolium methylsulfate 1-benzyl-3-methylimidazolium chloride Methylpyridinium methylsulfate 1-ethyl-3-methylimidazolium ethylsulfate 1-ethyl-3-methylimidazolium alkylsulfonate 1-ethyl-3-methylimidazolium alkylsulfate 1-butyl-3-methylimidazolium tetrafluoroborate 1-butyl-3-methylimidazolium bromide 1-butyl-3-methylimidazolium methylsulfate 1-butyl-3-methylimidazolium chloride 1-hexyl-3-methylimidazolium tetrafluoroborate 1-hexyl-3-methylimidazolium chloride 3-methyl-1-octylimidazolium chloride 1-alkyl-3-methylimidazolium bromide 1-alkyl-3-methylimidazolium methylsulfate 1-alkyl-3-methylimidazolium acetate 1-alkyl-3-methylimidazolium chloride Cholinium chloride 1-hydroxyethyl-3-methylimidazolium chloride tetrabutylphosphonium bromide tributyl(methyl)-phosphonium methylsulfate triisobutyl(methyl)phosphonium tosylate