Question
Design a regime channel for a discharge of 90 cumecs and silt factor is 1.3 use Lacey’s Theory.
Answer: Option C
Answer: (c).Depth = 2.135 m, Base width = 40.3 m, Slope = 1/4676
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Answer: (c).Depth = 2.135 m, Base width = 40.3 m, Slope = 1/4676
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