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Water Supply Curve <br />A-PEX Design Services Inc. Page 2 <br />GRAVSON TH BLDG K UNIT 64 -One Head Calcule0oo (H.1) Date 3/15/2023 <br />City Water Supply: Demand: <br />C1 - Static Pressure 41 D1 - Elevation 6.930 <br />C2 - Residual Pressure: 20 D2 - System Flow : 16.995 <br />C2-Residual Flow 500 D2-System Pressure :32.634 <br />Hose,(Demand) <br />D3-System Demand :16.995 <br />Safety Margin 8.326 <br />150 <br />140 <br />130 <br />P 120 <br />R 110 <br />E too <br />S 90 <br />S 80 <br />U ]0 <br />R 60 <br />E 50 <br />40 <br />30 <br />JDI <br />20 <br />10 <br />50 100 150 200 250 300 350 400 450 <br />FLOW (N A 1.851 <br />9*4 <br />Computer Piotimms by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />