engineering recuitment WBMSC Sub Assistant Engineer Civil Mock Test 2023 Fluid Mechanics Fluid Dynamics
The discharge through a totally submerged orifice is directly proportional to (Difference in liquid levels on two sides of orifice = H)
1
H
2
\(\rm H^{-\frac{1}{2}}\)
3
\(\rm H^{\frac{3}{2}}\)
4
\(\rm H^{\frac{1}{2}}\)