Hydraulic Calculations for Project: Multifamiliar Mendiburo Drawing no.: 01 Date: 31/05/2021 Design Remote area number: Remote area location: Occupancy classification: Density: Area of application: Coverage per sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In rack demand: Hose streams: Total water required (including hose streams): Type of system: Volume of dry or preaction system: 01 most unfavourable ordinary hazard group I 0.15 gpm/sq.ft. 900 sq.ft. 126 sq.ft. 9 150 gpm outside + 100 gpm inside 301.58 gpm at 80.03 psi [ 39.74 psi safety margin (33.2%) ] wet pipe Water Supply Information Date: Location: Source: Contractor: Name of designer: Camacho & Marin Authority having jurisdiction: Municipalidad de Surquillo Notes Sistema de rociadores y mangueras 31/05/2021 Sistema de Rociadores y mangueras Page 2 Hydraulic Demand Graph 175 150 Water Source: A) 144 psi Static B) 300 gpm at 120 psi C) 350 gpm at 112.08 psi (A) P S I Demand at Source: D) 301.6 gpm at 80.03 psi (B) 125 (C) 100 75 (D) 50 25 0 0 50 100 150 200 250 GPM 300 report created by the "Simple Hydraulic Calculator" version 2.3.6 from www.igneusinc.com 350 31/05/2021 Sistema de Rociadores y mangueras Page 3 Supply Analysis Node at Static Pressure [psi] Residual Pressure [psi] Flow [gpm] Available Pressure [psi] Total Demand [gpm] Required Pressure [psi] BCI 144.0 120.0 300.0 119.77 301.58 80.03 Node Analysis Node Tag Elev [M] Type BCI BOR BOE MN1 MN2 SP3 MN4 MN5 MN6 SP1 SP2 SP4 SP5 SP6 SP7 SP8 SP9 -1.500 -1.500 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 3.700 source ref ref ref ref K=5.60 ref ref ref K=5.60 K=5.60 K=5.60 K=5.60 K=5.60 K=5.60 K=5.60 K=5.60 Pressure Discharge [psi] [gpm] 80.027 76.565 68.476 60.040 42.300 40.924 37.547 22.380 15.331 12.625 11.391 12.625 11.391 16.282 14.717 16.282 14.717 -301.579 100.000 0.000 0.000 0.000 35.824 0.000 0.000 0.000 19.898 18.900 19.898 18.900 22.597 21.483 22.597 21.483 report created by the "Simple Hydraulic Calculator" version 2.3.6 from www.igneusinc.com 31/05/2021 Sistema de Rociadores y mangueras Page 4 Pipe Information negative pipe flow (Q) indicates flow is from node 2 towards node 1 Node 1 Node 2 Elev [M] BCI -1.500 BOR -1.500 BOR -1.500 BOE 3.700 BOE 3.700 MN1 3.700 MN1 3.700 MN2 3.700 MN2 3.700 SP3 3.700 SP3 3.700 MN4 3.700 MN4 3.700 MN5 3.700 MN5 3.700 MN6 3.700 MN6 3.700 SP1 3.700 SP1 3.700 SP2 3.700 MN6 3.700 SP4 3.700 SP4 3.700 SP5 3.700 MN5 3.700 SP6 3.700 SP6 3.700 SP7 3.700 K-factor 5.6 5.6 5.6 5.6 Discharge & Flow [gpm] Nom i.d. [in] Fittings num & length [M] L [M] F [M] T [M] C factor psi/M total (Pt) elev (Pe) frict (Pf) q=-301.579 4 Q= 301.579 4.026 6E=18.300 1B=3.660 1TN=1.830 1A=3.660 10.000 27.450 37.450 C=120 0.092 Pt= 80.027 Mat="S40" Pe= 0.000 Pf= 3.462 q= 100.000 4 Q= 201.579 4.026 2E=6.100 1T=6.100 3.700 12.200 15.900 C=120 0.044 Pt= 76.565 Mat="S40" Pe= 7.391 Pf= 0.698 q= 0.000 2 Q= 201.579 2.067 2E=3.040 1B=1.830 1A=0.610 2.000 5.480 7.480 C=120 1.128 Pt= 68.476 Mat="S40" Pe= 0.000 Pf= 8.436 q= 0.000 2 Q= 201.579 2.067 4E=6.080 1T=3.050 6.600 9.130 15.730 C=120 1.128 Pt= 60.040 Mat="S40" Pe= 0.000 Pf= 17.741 q= 0.000 2 Q= 201.579 2.067 1TN=0.920 0.300 0.920 1.220 C=120 1.128 Pt= 42.300 Mat="S40" Pe= 0.000 Pf= 1.376 q= 35.824 2 Q= 165.755 2.067 1T=3.050 1.250 3.050 4.300 C=120 0.785 Pt= 40.924 Mat="S40" Pe= 0.000 Pf= 3.377 q= 0.000 Q= 165.755 1.5 1.61 2TN=1.220 4.500 1.220 5.720 C=120 2.652 Pt= 37.547 Mat="S40" Pe= 0.000 Pf= 15.167 q= Q= 0.000 77.596 1.25 1.38 1TN=0.610 4.500 0.610 5.110 C=120 1.379 Pt= 22.380 Mat="S40" Pe= 0.000 Pf= 7.049 q= Q= 0.000 1 38.798 1.049 1TN=0.610 1.250 0.610 1.860 C=120 1.455 Pt= 15.331 Mat="S40" Pe= 0.000 Pf= 2.706 q= Q= 19.898 1 18.900 1.049 1TN=0.610 2.600 0.610 3.210 C=120 0.385 Pt= 12.625 Mat="S40" Pe= 0.000 Pf= 1.235 q= Q= 0.000 1 38.798 1.049 1TN=0.610 1.250 0.610 1.860 C=120 1.455 Pt= 15.331 Mat="S40" Pe= 0.000 Pf= 2.706 q= Q= 19.898 1 18.900 1.049 1TN=0.610 2.600 0.610 3.210 C=120 0.385 Pt= 12.625 Mat="S40" Pe= 0.000 Pf= 1.235 q= Q= 0.000 1 44.080 1.049 1E=0.610 2.700 0.610 3.310 C=120 1.842 Pt= 22.380 Mat="S40" Pe= 0.000 Pf= 6.098 q= Q= 22.597 1 21.483 1.049 1TN=0.610 2.600 0.610 3.210 C=120 0.487 Pt= 16.282 Mat="S40" Pe= 0.000 Pf= 1.565 report created by the "Simple Hydraulic Calculator" version 2.3.6 from www.igneusinc.com Notes 31/05/2021 Sistema de Rociadores y mangueras Page 5 Pipe Information, cont. Node 1 Node 2 Elev [M] MN5 3.700 SP8 3.700 SP8 3.700 SP9 K-factor 5.6 Discharge & Flow [gpm] Nom i.d. [in] Fittings num & length [M] L [M] F [M] T [M] C factor psi/M 2.700 0.610 3.310 C=120 1.842 Pt= 22.380 Mat="S40" Pe= 0.000 Pf= 6.098 2.600 0.610 3.210 C=120 0.487 Pt= 16.282 Mat="S40" Pe= 0.000 Pf= 1.565 q= Q= 0.000 1 44.080 1.049 1E=0.610 q= Q= 22.597 1 21.483 1.049 1TN=0.610 3.700 total (Pt) elev (Pe) frict (Pf) Material Codes Pipe Material S40 - Schedule 40 Steel A B E T TN - Fittings Alarm Valve Butterfly Valve Standard 90 degree elbow Tee - Flow turn 90 degrees Tee - Straight thru path report created by the "Simple Hydraulic Calculator" version 2.3.6 from www.igneusinc.com Notes