Hydraulic Loading - Engineer Paige

v = velocity in a dam situation, the approach velocity can be assumed to be 0 since it is small ... K = Gutter flow constant = 0.56 ft3/(s*ft) z = inverse of the cross slope of the gutter (decimal) n = Roughness coefficient: s = slope of the gutter (decimal) y = water depth at the curb (ft) ... V is average velocity (fps) Concentrated Flow. t ... ................
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