Water is stored behind a sluice gate to a depth of 14 ft. The channel is a rectangular section 10 ft wide runing on a slope of 0.0175 with a Manning n value of XXXXXXXXXXThe specific discharge (q)...

Water is stored behind a sluice gate to a depth of 14 ft. The channel is a rectangular section 10 ft wide runing on a slope of 0.0175 with a Manning n value of 0.025. The specific discharge (q) through the gate is 28.93 cfs/ft and the contraction coefficient is 0.60. Will a hydraulic jump form downstream of the gate, and, if so, what will be its conjugate depths?