GATE CE 2022 Set 1 — Question 57

NAT+2 / -0MediumPipes in ParallelPipe FlowWater Resources EngineeringDarcy-Weisbach Equation

Water Resources Engineering → Pipe Flow → Darcy-Weisbach Equation

Last updated 5 September 2026

Question

20\text{ cm}

h_f = \frac{f L V^2}{2 g D} = \frac{f L Q^2}{12.1 D^5}

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h_f = \frac{f L V^2}{2 g D} = \frac{f L Q^2}{12.1 D^5}

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