Discussion :: Hydraulics and Fluid Mechanics
- According to Francis formula, the discharge over a rectangular weir is (where n = Number of end contractions)
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 |
Answer : Option B
Explanation :
Explanation Not Provided
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