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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 <br />DATE: 5/17/2024\CALCULATIONS\HYDRAULIC CALC'S\40-22 TORIT BOOTH CALCS.SDF <br />JOB TITLE: 40-22 Torit Booth <br />WATER SUPPLY ANALYSIS <br />180.0 <br />150.00 <br />5 <br />G <br />A <br />120.0 <br />U <br />G <br />E <br />P 90.0 <br />R E <br />E 3 <br />S <br />S <br />1 <br />U 60.0 <br />R <br />E <br />( <br />p 30.0 <br />s 6 <br />i <br />) L <br />0.0 <br />2 <br />-14.7 <br />Static: 66.00 psi Resid: 59.00 psi Flow: 2246.0 gpm <br />IA <br />LEGEND <br />1 Vressure available <br />at source <br />65.70 psi @ 405.7 gpm <br />2 A Pressure required <br />at source <br />0.10 psi @ 405.7 gpm <br />3 A Pressure available <br />from pump <br />80.34 psi @ 405.9 gpm <br />4 Vressure required <br />from pump <br />25.71 psi @ 405.9 gpm <br />5 Votal Pressure avail- <br />able at pump dschg. <br />146.04 psi @ 405.9 gpm <br />6 q Total Pressure re- <br />quired at pump dschg. <br />25.81 psi @ 405.9 gpm <br />A. Source Supply Curve <br />B. Net Pump Supply Curve <br />C. Pump Discharge Curve <br />D. System Demand Curve <br />F. Available at Pump Suction <br />60C90012001500 1800 2100 2400 2700 3000 <br />FLOW (GPM) <br />Note: (1) Dashed Lines indicate extrapolated values from Test Results <br />