Wednesday, 6 November 2024

CE Board HGE Problem 71 (Hydraulics and Geotechnical Engineering)

(CE April 2023) A Trapezoidal canal has a bottom width of 4 m and a side slope of 2 horizontal to 1 vertical. When the depth of flow is 1.2 m, the flow is 30 m3/s The roughness coefficient, n = 0.015. Evaluate the Slope of the channel using Manning’s Formula.

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