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Discussion :: Water Supply Engineering

  1. For calculation of economical diameter D of a pipe in metres for a discharge Q to be pumped in cumecs, Lea suggested the empirical formula

  2. A.
    D = 0.22 Q
    B.
    D = 1.22 Q
    C.
    D = 2.22 Q
    D.
    D = 3.22 Q
    E.
    D = 1.33 Q.

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    Answer : Option B

    Explanation :

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