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Part A Water runs from a sloping channel with a flow of 21 m/s onto a horizontal channel, forming a hydraulic jump. The channThe rectangular channel has a width of b = 4 m and the depth of flow is 1.5 m. Suppose that H = 12 m. Take Ca = 0.83. (Figure

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® flow (8) = 21 m/sec Hydraulic Tump Channel width = am water depth (Y,) before Tump = 0.75m from the relation, 29-7,4 (9+) gPart-A be 4m. depth of flow =1.5m H=12m. Cos 0.83 Sharp Crested weis with sectangulas 8 = 2 av 29 (113% 8= 2x0.83 /2x9.81 (1-

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