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Water Supply Curve C <br />A-PEX Design Services Inc. <br />BENTON SQUARE BLDG B PLAN B GR - One Head Calculation (H.8) <br />Page 2 <br />Date 3/14/2024 <br />City Water Supply: Demand: <br />C1 - Static Pressure 43 D1 - Elevation 10.394 <br />C2 - Residual Pressure: 20 D2 - System Flow 13.001 <br />C2 - Residual Flow 500 D2 - System Pressure 26.214 <br />Hose ( Demand ) <br />D3 - System Demand : 13.001 <br />Safety Margin 16.759 <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 <br />C1 <br />40 <br />30 <br />20 <br />10 <br />D1 <br />50 100 150 200 250 300 350 400 450 <br />FLOW (NA1.85) <br />C2 <br />Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />