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Physics, 27.11.2019 06:31 haybaby312oxdjli

Atrapezoidal channel is designed to carry 25 m3 /s on a slope of 0.0015 m/m. the channel is unlined, and in order to prevent erosion, the maximum allowable velocity is 1.5 m/s. the side slope must be no steeper than 2h on 1v and the manning n value is 0.03. in order to meet these requirements, what flow depth and bottom width should be used

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