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civil engineering hydraulics
1. Discharge with velocity of approach, over a rectangular weir is
(A): Cd x L x 2g [(H + ha)3/2 + ha3/2]
(B): Cd x L x 2g [(H + ha)3/2 - ha3/2]
(C): Cd x L x 2g [(H - ha)3/2 + ha3/2]
(D): Cd x L x 2g [(H - ha)3/2 - ha3/2]
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