Problem (20): a hydraulic jump is formed in an open channel of a rectangular cross section with width (b) carrying a dis
Posted: Mon May 09, 2022 10:03 am
Problem (20): a hydraulic jump is formed in an open channel of a rectangular cross section with width (b) carrying a discharge (Q). The water depth upstream of the jump is (v1). Given the values of y1 [m], Q [m3/s], and b [m], calculate the head loss in the hydraulic jump in [cm].