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Discussion :: Hydraulics and Fluid Mechanics - Civil Engineering

  1. For laminar flow in circular pipes, the Darcy’s friction factor f is equal to

  2. A.

     16/Re

    B.

     32/ Re

    C.

     64/ Re

    D.

     none of the above where Re is Reynolds number.

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    Answer : Option C

    Explanation :

    Explanation Not Provided


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