Water surface profile by numerical integration

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A trapezoidal concrete channel has a constant bed slope of 0.0015, a bed width of 3.0 m, and side slopes of 1:1. It carries a discharge of 20 m3/s. The channel is a tributary to a river in which the existing flood level is 3.5 m above the channel bottom. Compute the water surface profile by the numerical integration method to a depth 5% greater than the uniform flow depth. α = 1.1 and n = 0.025.

Reference no: EM132637166

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