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<br />~ <br />I . <br />I <br />1 <br />1 <br />1 <br />1 <br /> <br />WATER SUPPLY CURVE <br />1 <br />1 Static PSI <br />Pressure Available at Demand 1 Resid. PSI <br />58.541 PSI 1 Resid. Flow <br />I I <br />1 1 FLOW AT 20.000 <br />1 1 <br /> <br />. v <br /> <br />*. <br /> <br />A <br /> <br />-- €'0. 12100 PSI <br />,- 58.1211210 PSI <br />= 1580.000 GPI'I <br />PSI -- "7978.41 GPI'I <br /> <br />Safety Margin I <br />4.927 PSI-------)I <br />v Flow Available at Demand <br />___________x<-------------)*<----- 2959.35 GPM <br />\ \ \ 1 Safety Margin <br />\ \ \1 1627.25 GPM <br />Total System \ \ I <br />Demand \ \1 <br />1332.10 GPM \ I <br />53.61 PSI \1 <br />I <br />1 <br /> <br />-~--_._.-.-----.--------.-----~--.------____________._.-.------.-.--.--------_.-___0___._.-----.-.-.-.- <br /> <br />System Flow <br />Insid(~ Hose <br />Outside Hose <br /> <br />= <br /> <br />832. 10 GPI1 <br />100. 00 GPI1 <br />400.0121 GPM <br /> <br />F<ack Allowance <br />Elevation to Heads <br /> <br />= <br /> <br />0.1210 GPlvl <br />17.1210121 FT. <br />