Hydraulic Loading - Engineer Paige – Civil Engineer and ...
The weir equation is applicable to depths at the curb approximately equal to the height of the opening plus the depth of the depression. Thus, the limitation on the use of equation 4.22 for a depressed curb-opening inlet is: d ≤ h + a/12, in English Units (4.23) Where: h = height of curb-opening inlet, (ft) a = depth of depression, (in) ................
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