I am designing an apartment building located in Washington. Following are the design data:
Total WSFU: 1062 Total Supply Demand: 215gpm Daily Service Pressure (Min): 60psi Water Meter (Pressure Loss): 10psi Min. Residual Pressure (at furthest point): 8psi Static Pressure: 31.82psi Available Pressure/Frictional Losses: 10.18psi Avg Permissible Frictional loss per 100ft: 5.01psi Dia of Building Supply: 3inch Pipe Material: CPVC UG Tank Dimension: 2170cubic feet Air Height: 2.32feet
I am not sure how to choose hydro-pneumatic pumping system based on these data. Please help me!
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