Compute the discharge over the spillway when the head on the spillway (h1) is 10.0 m (32.8...

Compute the discharge over the spillway when the head on the spillway (h1) is 10.0 m (32.8 ft) and the height of the spillway is 60 m (197 ft). The spillway discharge coeffi­cient (KR) is 0.5. Compute the water depth (y1) upstream of the hydraulic jump, neglecting headloss in the spillway. Compute the energy dissipated in the hydraulic jump expressed as a percent of the energy at Section 1.