design of canal by kennedy's theory | Irrigation Numerical 6th Sem #ctevt

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Design an Irrigation canal a discharge of 10cumecs. Assume N=0.0225, M=1.0 and B/D=3.5 |Prashant YT| Design an Irrigation canal a discharge of 10cumecs. Assume N=0.0225, M=1.0 and B/D=3.5 |Prashant YT|
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Numerical example No. 2 on Kennedy’s Theory for Design of Regime Channel. Numerical example No. 2 on Kennedy’s Theory for Design of Regime Channel.