Civil Engineering - Hydraulics - Discussion
Discussion Forum : Hydraulics - Section 6 (Q.No. 41)
41.
Discharge with velocity of approach, over a rectangular weir is
Cd x L x 2g [(H + ha)3/2 + ha3/2] Cd x L x 2g [(H + ha)3/2 - ha3/2] Cd x L x 2g [(H - ha)3/2 + ha3/2] Cd x L x 2g [(H - ha)3/2 - ha3/2]Discussion:
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