The trapezoidal channel is to carry 18 m^3/s of flowrate with a bottom slope of 0.0009. Given that Manning’s n is 0.026 and the sides of channel are inclined 63.4° to the vertical, determine the bottom width, depth and velocity for the best hydraulic section.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The trapezoidal channel is to carry 18 m^3/s of flowrate with a bottom slope of 0.0009. Given that Manning’s n is 0.026 and the sides of channel are inclined 63.4° to the vertical, determine the bottom width, depth and velocity for the best hydraulic section.
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