Water flows down a 15-m wide rectangular spillway and has a flowdepth of 0.3m. The spillway surface is finished concrete, with aManning coefficient of 0.015. The spillway slope is 0.11.
a) Calculate the flow velocity V 1 and flowrate Q on thespillway.
b) The slope downstream of the spillway is very mild but thewidth remains the same. Verify that a hydraulic jump can occur atthe transition from spillway to the mild slope.
c) Calculate the conjugate depth of the hydraulic jump y2 .
d) Calculate the power “killed” by the hydraulic jump in hp (1hp = 746 Watts or N.m/s)
Water flows down a 15-m wide rectangular spillway and has a flow depth of 0.3m. The spillway surface is finished concrete, with a Manning coefficient of 0.015. The spillway slope is 0.11. a) Calculate the flow velocity V₁ and flowrate Q on the spillway. b) The slope downstream of the spillway is very mild but the width remains the same. Verify that a hydraulic jump can occur at the transition from spillway to the mild slope. c) Calculate the conjugate depth of the hydraulic jump y₂2. d) Calculate the power "killed" by the hydraulic jump in hp (1 hp = 746 Watts or N.m/s). (This diagram is not to scale) 2272222
Water flows down a 15-m wide rectangular spillway and has a flow depth of 0.3m. The spillway surface is finished concret
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