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ti t7 <br /> o > <br /> WATER SUPPLY ANALYSIS <br /> 80.0 Static: 72.00 psi Resid: 58.00 psi Flow: 1160.0 gpm y OD <br /> LEGEND (\v� <br /> 1 Available pressure <br /> ro N <br /> 1AI 71.11 psi @ 261.6 gpm H o <br /> O 70. 0 rh l0 <br /> 2 Required pressure m G) <br /> 56.08 psi @ 261.6 gpm CA <br /> G P. <br /> 3 <br /> A 60.0 U' <br /> W ro ro <br /> U 2 A ` F- <br /> t-4 H <br /> G 1A Avail. OnSite Demand Press. ]C tXj z <br /> E 71.11 psi @ 161.6 gpm N- En N <br /> 50.0 <br /> P \ 2A Req. OnSite Demand Press. O_ En <br /> R ` 56.08 psi @ 161.6 gpm N K F< <br /> E n (n y <br /> (D H LTJ <br /> S 40.0 A. Source Supply Curve t=1 <br /> S B. System Demand Curve x <br /> U C. Available at Source- b d <br /> in �d Z <br /> R O �ri <br /> E 30.0 10N ci <br /> r <br /> (D U] H <br /> W En n <br /> ( H <br /> I O <br /> P 20.0 m r t�1 <br /> i x In <br /> h H (n <br /> 10.0 <br /> H o <br /> g <br /> � ro <br /> H <br /> H N <br /> 0.0 y <br /> Q <br /> Cn <br /> E ro <br /> W <br /> CD W <br /> 0 m <br /> -14.7 N <br /> 400 600 800 1000 1200 1400 1600 1800 2000 <br /> FLOW (GPM) <br /> Dashed Lines indicate extrapolated values from Test Results <br /> Site pressures are based on hose stream deduction at the source <br />