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Water Supply Curve C �+ � <br /> Uponor Page 2 <br /> STONEBAY TOWNHOMES-Two Head Calculation (H.13& H.11) Date 4/13/2016 <br /> City Water Suppiy: Demand: <br /> C1 -Static Pressure : 62 D1 - Elevation : 8.229 <br /> C2- Residual Pressure: 61 D2-System Flow : 26.013 <br /> C2- Residual Flow : 1055 D2-System Pressure : 52.380 <br /> Hose( Demand ) � <br /> D3-System Demand : 26.013 <br /> Safety Margin : 9.619 <br /> 150 <br /> 140 <br /> 130 <br /> P 120 <br /> R 110 <br /> E 100 <br /> S 90 <br /> S 80 <br /> � �� C� C2 <br /> R 60 D2 <br /> E 50 <br /> 40 <br /> 30 <br /> 20 <br /> 10 <br /> D1 <br /> 200 400 600 800 1000 1200 1400 1600 1800 <br /> FLOW( N ^ 1.85) <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />