A rectangular channel of width b is to carry water at flowrates from 30 ≤ Q ≤ 600 cfs. The water depth upstream of the hydraulic jump that occurs (if one does occur) is to remain 1.5 ft for all cases. Plot the power dissipated in the jump as a function of flowrate for channels of width b = 10, 20, 30, and 40 ft.
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