GATE Civil Engineering (CE) 2016 Shift 2 Solved Paper
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Question : 57 of 65
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A 3 m wide rectangular channel carries a flow of 6 m3/s. The depth of flow at a section P is 0.5 m.
A flat-topped hump is to be placed at the downstream of the section P. Assume negligible energy
loss between section P and hump, and consider 𝑔 as 9.81 m/s2. The maximum height of the hump
(expressed in m) which will not change the depth of flow at section P is _________
A flat-topped hump is to be placed at the downstream of the section P. Assume negligible energy
loss between section P and hump, and consider 𝑔 as 9.81 m/s2. The maximum height of the hump
(expressed in m) which will not change the depth of flow at section P is _________
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