The discharge from a six (6) inch diameter orifice, under a 10 ft head, Cd=0.600, flows into a rectangular contracted (n=2), sharp crested weir channel. The channel is 6 ft wide. If the weir height is 5 ft and the weir crest length L=1.0 feet, determine:

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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M28
The length of the weir L (in feet):
a. 3
b. 4
c. 5
d. 6
The discharge from a six (6) inch diameter orifice, under a 10 ft head, Cd-0.600, flows into
a rectangular contracted (n=2), sharp crested weir channel. The channel is 6 ft wide. If the
weir height is 5 ft and the weir crest length L=1.0 feet, determine:
Transcribed Image Text:The length of the weir L (in feet): a. 3 b. 4 c. 5 d. 6 The discharge from a six (6) inch diameter orifice, under a 10 ft head, Cd-0.600, flows into a rectangular contracted (n=2), sharp crested weir channel. The channel is 6 ft wide. If the weir height is 5 ft and the weir crest length L=1.0 feet, determine:
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