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Discussion :: Irrigation

  1. Trial procedure of canal design by Kennedy's theory is based upon the equation
    2. A.
    Q = A . Y
    B.

    V =23+1/N+0.00155/81+(23+0.00155/s)N/√R.√RS
    C.

    V =23+1/N+0.00155/81+(23+0.00155/s)N/√R.√RS
    D.

    all the above

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    Answer : Option D

    Explanation :

    No answer description available for this question.

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