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A submerged sharp crested weir 0.81 m high stands clear across a channel having vertical sides and width of 3.15 m. The depth of water in the channel of approach 1.26 m, and 10.5 m downstream from the weir the depth of water 0.93 m. Determine the discharge in litres per minute. Assume Cd₁ = 0.58 and Cd2 = 0.80

A submerged sharp crested weir 0.81 m high stands clear across a channel having vertical sides and width of 3.15 m. The depth of water in the channel of approach 1.26 m, and 10.5 m downstream from the weir the depth of water 0.93 m. Determine the discharge in litres per minute. Assume Cd₁ = 0.58 and Cd2 = 0.80

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A submerged sharp crested weir 0.81 m high stands clear across a channel having vertical sides and width of 3.15 m. The depth of water in the channel of approach 1.26 m, and 10.5 m downstream from the weir the depth of water 0.93 m. Determine the discharge in litres per minute. Assume Cd₁ = 0.58 and Cd2 = 0.80
Transcribed Image Text:A submerged sharp crested weir 0.81 m high stands clear across a channel having vertical sides and width of 3.15 m. The depth of water in the channel of approach 1.26 m, and 10.5 m downstream from the weir the depth of water 0.93 m. Determine the discharge in litres per minute. Assume Cd₁ = 0.58 and Cd2 = 0.80
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