Neglecting losses and assuming uniform flow at sections 1

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Reference no: EM13622225

For the water-channel flow of the figure, h1 = 1.5 m, H = 4 m, and V1 =3 m/s. Neglecting losses and assuming uniform flow at sections 1 and 2, find the down- stream depth h2, and show that two realistic solutions are possible.

Reference no: EM13622225

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