When the coefficient of discharge (Cd) is 0.623, then the general equation for discharge over a rectangular weir is
A. $$1.84\left( {{\text{L}} - 0.1{\text{nH}}} \right){{\text{H}}^{\frac{3}{2}}}$$
B. $$1.84\left( {{\text{L}} - {\text{nH}}} \right){{\text{H}}^2}$$
C. $$1.84\left( {{\text{L}} - 0.1{\text{nH}}} \right){{\text{H}}^{\frac{5}{2}}}$$
D. $$1.84\left( {{\text{L}} - {\text{nH}}} \right){{\text{H}}^3}$$
Answer: Option A
This Question Belongs to Mechanical Engineering >> Hydraulics And Fluid Mechanics In ME
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