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Discussion :: Hydraulics and Fluid Mechanics

  1. According to Francis formula, the discharge over a rectangular weir is (where n = Number of end contractions)

  2. A.

     (2/3) × Cd (L - nH) × √(2gh)

    B.

     (2/3) × Cd (L - 0.1nH) × √(2g) × H3/2

    C.

     (2/3) × Cd (L - nH) × √(2g) × H²

    D.

     (2/3) × Cd (L - nH) × √(2g) × H5/2

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    Workspace

    Answer : Option B

    Explanation :

    Explanation Not Provided


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