A long, wide open channel has a manning number of 0.022 and a longitudinal bed slope of 1:900. The discharge is 1.25m3/s/m. Supercritical flow issues from beneath a sluice gate at the upper end of the channel. If the Channel is rectangular, determine
- Whether a hydraulic jump will occur in the channel
- The conjugate depths of any hydraulic jump formed
- The energy head dissipated by the jump
- The power per metre width dissipated by the jump.