Water Resources Engineering: Open Channel Flow Determine the normal depth in a trapezoidal channel with a bottom width of 2.4 feet and side slopes of 2 vertical to 3 horizontal. The discharge is 35 ft3/s. Manning's roughness coefficient is 0.021 and the channel bottom slope is 0.001. You do not need to check the full turbulence assumption.
Water Resources Engineering: Open Channel Flow Determine the normal depth in a trapezoidal channel with a bottom width of 2.4 feet and side slopes of 2 vertical to 3 horizontal. The discharge is 35 ft3/s. Manning's roughness coefficient is 0.021 and the channel bottom slope is 0.001. You do not need to check the full turbulence assumption.
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter16: Highway Drainage
Section: Chapter Questions
Problem 16P
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Water Resources Engineering: Open Channel Flow
Determine the normal depth in a trapezoidal channel with a bottom width of 2.4 feet and side slopes of 2 vertical to 3 horizontal. The discharge is 35 ft3/s. Manning's roughness coefficient is 0.021 and the channel bottom slope is 0.001. You do not need to check the full turbulence assumption.
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