Develop a conceptual design for a trapezoidal concrete (Gunite, good section) channel that is sized to convey a design discharge of 50 m3 /sec. Evaluate the feasibility of constructing a channel with a bed slope of 0.005, a bed width of 3 m, and side slopes of 2:1. Determine the design flow depth. If the flow depth exceeds 2.0 m, the design will not be feasible. Comment on the feasibility of the design and, if necessary, discuss ways the channel might be modified to comply with the maximum flow depth of 2.0 m.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Develop a conceptual design for a trapezoidal concrete (Gunite, good section) channel that is sized to convey a design discharge of 50 m3 /sec. Evaluate the feasibility of constructing a channel with a bed slope of 0.005, a bed width of 3 m, and side slopes of 2:1. Determine the design flow depth. If the flow depth exceeds 2.0 m, the design will not be feasible. Comment on the feasibility of the design and, if necessary, discuss ways the channel might be modified to comply with the maximum flow depth of 2.0 m.

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