Civil Engineering - Hydraulics - Discussion
Discussion Forum : Hydraulics - Section 4 (Q.No. 11)
11.
The width of a weir with end contraction, is
Discussion:
1 comments Page 1 of 1.
Dinesh hudda said:
4 years ago
Due to end contraction reduce crest length by 0.1H from each side of length.
For rectangular;
Effective length = L - 0.2H.
For rectangular;
Effective length = L - 0.2H.
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