A 10-ft wide rectangular channel (n = 0.015) has a discharge of 251.5 cfs at a uniform flow (normal) depth of 2.5 ft. A sluice gate at the downstream end of the channel controls the flow depth just upstream of the gate to a depth z. Determine the depth z so that a hydraulic jump is formed just upstream of the gate. What is the channel bottom slope? What is the headloss (energy loss) in the hydraulic jump?
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