GATE CE 2025 Set 2 — Question 42

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MCQ+2 / -0.67MediumManning EquationOpen Channel FlowWater Resources EngineeringCritical Flow

Water Resources Engineering → Open Channel Flow → Critical Flow

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Question

Consider flow in a long and very wide rectangular open channel. Width of the channel can be considered as infinity compared to the depth of flow. Uniform flow depth is 1.0 m1.0\text{ m}. The bed slope of the channel is 0.00010.0001. The Manning roughness coefficient value is 0.020.02. Acceleration due to gravity, gg can be taken as 9.81 m/s29.81\text{ m/s}^2.
The critical depth (in m) corresponding to the flow rate resulting from the above conditions is ______ (round off to one decimal place).
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