Discussion :: Hydraulics and Fluid Mechanics
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According to Francis formula, the discharge over a rectangular weir is (where n = Number of end contractions)
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A.
\(\frac { 2 } { 3}\)Cd(L - nH) \(\sqrt{2gH}\) |
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B.
\(\frac { 2 } { 3}\)Cd(L - 0.1nH) \(\sqrt{2g}H^\frac{3}{2}\) |
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C.
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D.
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Answer : Option B
Explanation :
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