SSC SSC JE Civil 2025 Mock Test Series (Paper 1 & Paper 2) Irrigation Engineering Design of Canals

An irrigation canal carries a discharge of 5 cumec. Assuming N = 0.0225, m = 1, S = 0.2 m/km, calculate the mean velocity of flow by using Kutter’s formula.

1
0.66 m/sec
2
0.76 m/sec
3
0.26 m/sec
4
0.56 m/sec
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