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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 <br /> DATE: 7/11/2024\4 CALCULATIONS\HYDRAULIC CALC' S\ACHILLES EX MEZZ CALC. SDF <br /> JOB TITLE: Achilles <br /> WATER SUPPLY ANALYSIS <br /> Static: 37 . 00 psi Resid: 23 . 00 psi Flow: 3250 . 0 gpm <br /> 200 . 0 <br /> LEGEND <br /> 175 . 0 1 , Pressure available <br /> at source <br /> 32.34 psi @ 1793.7 gpm <br /> C 2 q Pressure required <br /> 150 . 0 at source <br /> G 7.93 psi @ 1793.7 gpm <br /> A 3 q Pressure available <br /> U 5 from pump <br /> G125 . OB 110.56 psi @ 1293.6 gpm <br /> E 4 q Pressure required <br /> 3 from pump <br /> p 97.37 psi @ 1293.6 gpm <br /> 100 . 0 R 6 5 Votal Pressure avail- <br /> E able at pump dschg. <br /> S 135.06 psi @ 1293.6 gpm <br /> S 75 . 0 6 Total Pressure re- <br /> � <br /> U quired at pump dschg. <br /> R 97.47 psi @ 1293.6 gpm <br /> Avail. OnSite Demand Press. <br /> E <br /> 50 . 0 32.34 psi @ 1293.7 gpm <br /> q Req. OnSite Demand Press. <br /> E 7.93 psi @ 1293.7 gpm <br /> p <br /> s A. Source Supply Curve <br /> 25 . 0 <br /> i B. Net Pump Supply Curve <br /> C. Pump Discharge Curve <br /> D 2 D. System Demand Curve <br /> 0 . 0 <br /> E. Available at Source (On Site) <br /> -14 . 7 1 1 1 1 <br /> F. Available at Pump Suction <br /> 80120(16002000 2400 2800 3200 3600 4000 <br /> FLOW (GPM) <br /> Note: (1) Dashed Lines indicate extrapolated values from Test Results <br /> (2) On Site pressures are based on hose stream deduction at the source <br />