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  1. A stable channel is to be designed for a discharge of Q m3 /s with silt factor f as per Lacey's method. The mean flow velocity (m/s) in the channel is obtained by

    2. A.
    (Qf2/140)1/6
    B.
    (Qf/140)1/3
    C.
    (Q2f2/140)1/6
    D.
    0.48 (Q/f)1/3

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    Workspace

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    Answer : Option A

    Explanation :

    No answer description available for this question. Let us discuss.

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