Let the actual channel slope in Problem 13.16 be XXXXXXXXXXm/m and its width be 50 m. All other data are as specified in the problem. a. Will the discharge remain the same as computed in Problem...

Let the actual channel slope in Problem 13.16 be 0.0015 m/m and its width be 50 m. All other data are as specified in the problem. a. Will the discharge remain the same as computed in Problem 13.16? 6. If a hydraulic jump forms downstream of the gate, will it run? What are its conjugate depths?