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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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