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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 =\(\frac { 23+1/N+0.00155/8} { 1+(23+0.00155/s)N/\sqrt{R} } \).\(\sqrt{RS}\)

    C.

    V =\(\frac { 23+1/N+0.00155/8} { 1+(23+0.00155/s)N/\sqrt{R} } \).\(\sqrt{RS}\)

    D.

    all the above

    Answer : Option D

    Explanation :

    No answer description available for this question.


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