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Water Supply Curve <br /> A-PEX Design Services Inc. Page 2 <br /> BENTON SQUARE BLDG A PLAN B GL-Two Head Calculation (H.6 & H.2) Date 1/30/2024 <br /> City Water Supply: Demand: <br /> C1 - Static Pressure : 43 D1 - Elevation 10.394 <br /> C2 - Residual Pressure: 20 D2 - System Flow : 18.002 <br /> C2 - Residual Flow 500 D2 - System Pressure 33.058 <br /> Hose ( Demand ) <br /> D3- System Demand : 18.002 <br /> Safety Margin 9.893 <br /> 150 <br /> 140 <br /> 130 <br /> P 120 <br /> R 110 <br /> E 100 <br /> S 90 <br /> S 80 <br /> U 70 <br /> R 60 <br /> E 50 C1 <br /> 40 D2 <br /> 30 <br /> C2 <br /> 20 <br /> 10 D1 <br /> 50 100 150 200 250 300 350 400 450 <br /> FLOW N ^ 1.85 ) <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />