GATE CE 2015 Set 1 — Question 28

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MCQ+1 / -0.33MediumManning EquationOpen Channel FlowWater Resources Engineering

Water Resources Engineering → Open Channel Flow → Manning Equation

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Question

A circular pipe has a diameter of 1 m, bed slope of 1 in 1000, and Manning’s roughness coefficient equal to 0.01. It may be treated as an open channel flow when it is flowing just full, i.e., the water level just touches the crest. The discharge in this condition is denoted by QfullQ_{full}. Similarly, the discharge when the pipe is flowing half-full, i.e., with a flow depth of 0.5 m, is denoted by QhalfQ_{half}. The ratio Qfull/QhalfQ_{full} / Q_{half} is:
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