The water level in the reservoir upstream of a 50 m wide spillway is at El. 200 m and water level in the downstream channel for a design flow of 2700 m³/s is at El. 50 m. If the stilling basin width the same as that of the spillway, determine the floor level of the basin so that the jump is formed the basin and the head loss and powo dissipated through the hydraulic jump. Assume the the spillway are negligible and no basin appurtenances such as baffle or chute blocks provided to stabilize the jump. is in losses in are to be What would be the maximum force on the sill if you could use an end sill? and the water downstream the sill
