ABCDEFGHIJKLMNOPQRSTUVWXYZAAABACADAEAF
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LocationQ = flow (cfs)A = area (ft^2)g = gravity (ft/s^2)Z = Elevation (ft)U = HGL (ft)H = head (ft)C = discharge coefficientk = emitter coefficient = C*A*Sqrt[2*g]Pressure (psi)Flow = k*P^.5 (back calculated)Percent error
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Marcos J-900.01780.012332.2403044063760.0092998947760.00091796490921260.01030413055-0.4211162613
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At well J-730.08240.012332.240054252.76247.760.053035121780.005234938881780.06984279594-0.1523932532
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Ramon J-910.05350.012332.239894296.65307.650.030901337490.0030501789691840.04137464055-0.2266422327
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Pump design head
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J-1143841.9
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J-734270.41
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Head = ∆HGL428.51
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