Informe Geotécnico: Permeabilidad del Suelo y Análisis de Datos

PROCEDIMIENTO
UNIDAD GEOTECNICA 1
D10 [0.50] = 0.078 [mm] k [0.50] = 6.084*10-5 – 9.126*10-5 [m/s]
D10 [1.50] = 0.079 [mm] k [1.50] = 6.241*10-5 – 9.362*10-5 [m/s]
D10 [2.50] = 0.078 [mm] k [2.50] = 6.084*10-5 – 9.126*10-5 [m/s]
D10 [3.50] = 0.081 [mm] k [3.50] = 6.561*10-5 – 9.842*10-5 [m/s]
D10 [5.50] = 0.074 [mm] k [5.50] = 5.476*10-5 – 8.214*10-5 [m/s]
K promedio = 6.089*10-5 - 9.134*10-5 [m/s]
K MG = 6.079*10-5 - 9.118*10-5 [m/s] → Opcional
Suelo Granular
UNIDAD GEOTECNICA 2
K promedio = ((5.261*10-6 [m/s] + 1.400*10-5 [m/s]) * (1/2))
K promedio = 9.631*10-6 [m/s]
K MG = 8.582*10-6 [m/s] → Opcional
UNIDAD GEOTECNICA 3
h1= 1 [m]
h2= 0.35 [m]
t = 3 [h] = 3*3600 [s]
de= 5 [mm] = 5*10-3 [m]
d= 100 [mm] = 100*10-3 [m]
L= 200 [mm] = 200*10-3 [m]
K promedio = 2.106*10-9 [m/s]
RESPUESTA
PROMEDIO
K promedio = 6.089*10-5 - 9.134*10-5 [m/s]
K promedio = 9.631*10-6 [m/s]
Datos Estimados
K promedio = 2.106*10-9 [m/s]
K = 9.134*10-5 [m/s]
K = 6.089*10-5 [m/s]
CASO 1
K = 9.631*10-6 [m/s]
K = 2.106*10-9 [m/s]
CASO 2
K = 9.631*10-6 [m/s]
K = 2.106*10-9 [m/s]
PROMEDIO
K = 9.134*10-5 [m/s]
K = 6.089*10-5 [m/s]
CASO 1
K = 9.631*10-6 [m/s]
K = 2.106*10-9 [m/s]
CASO 2
K = 9.631*10-6 [m/s]
K = 2.106*10-9 [m/s]
Kh equivalente = 2.068*10-5 [m/s]
Kh equivalente = 2.981*10-5 [m/s]
Kv equivalente = 4.679*10-9 [m/s]
Kv equivalente = 4.679*10-9 [m/s]
Ratio = Kv equivalente / Kv equivalente = 4418.523
Ratio = Kv equivalente / Kv equivalente = 6370.679
MEDIA GEOMETRICA
K MG = 6.079*10-5 - 9.118*10-5 [m/s]
K MG = 8.582*10-6 [m/s]
Datos Estimados
K promedio = 2.106*10-9 [m/s]
K = 9.118*10-5 [m/s]
K = 6.079*10-5 [m/s]
CASO 3
K = 8.582*10-6 [m/s]
K = 2.106*10-9 [m/s]
CASO 4
K = 8582*10-6 [m/s]
K = 2.106*10-9 [m/s]
MEDIA GEOMETRICA
K = 9.134*10-5 [m/s]
K = 6.089*10-5 [m/s]
CASO 3
K = 9.631*10-6 [m/s]
K = 2.106*10-9 [m/s]
CASO 4
K = 9.631*10-6 [m/s]
K = 2.106*10-9 [m/s]
Kh equivalente = 2.038*10-5 [m/s]
Kh equivalente = 2.950*10-5 [m/s]
Kv equivalente = 4.679*10-9 [m/s]
Kv equivalente = 4.679*10-9 [m/s]
Ratio = Kv equivalente / Kv equivalente = 4356.132
Ratio = Kv equivalente / Kv equivalente = 6304.471