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A group of engineers is designing a spillway structure with an overflow spillway that has a crest at an elevation of 116.00 m and a horizontal apron at an elevation of 95.00 m on the downstream side, as shown in Figure Q2(b). The water depth after the spillway is D, where Di is the last three digits of your student's ID number (in mm unit). Propose the tailwater elevation required to form a stable hydraulic jump on the horizontal apron when the elevation of the energy line just upstream of the spillway crest is 118.00 m. Evaluate the dissipation of power in the jump. Consider the width of the spillway to be 20D1. (C02, PO2) (15 marks) EL: 118.00 m Energy line EL: 116.00 m Dam Vzn2g Spillway Structure EL: 95.00 m Horizontal Apron
Submitted by Robin M. Oct. 19, 2021 11:03 p.m.
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