Discharge through a drowned orifice

View versions (1)

Discharge through a partially drowned orifice

If the outlet side of the orifice is partly under water, it is known as a partly drowned or partly submerged orifice as shown in fig.2.

23547/partially.png

The discharge through a partially drowned orifice is obtained by treating the lower portion as a drowned orifice and the upper portion as an orifice running free, and then by adding the two discharges thus obtained.

We know the discharge through the free portion,

Q_{1} = \frac{2}{3} C_{d}. b \sqrt {2g} (H_{2}^\frac{3}{2} - H_{1}^\frac{3}{2})
(1)

and discharge through the drowned orifice,

Q_{2} = C_{d}.b(H_{2}-H_{1}) \times \sqrt {2gh}
(2)

Now total discharge, Q = Q_{1}+Q_{2}

Example 1 [metric]
Problem

An orifice in one side of a large tank is rectangular in shape, 2 meters broad and 1 meter deep. The water level on one side of the orifice is 4 meters above its top edge. The water level on the other side of the orifice is 0.5 meter below its top edge as shown in fig.

23547/partiall_drowned.png

Calculate the discharge through the orifice per second if C_{d} = 0.63

Workings

Given,

  • b = 2m
  • d = 1m
  • H_{1} = 4m
  • H_{2} = 4+1 = 5m
  • H = 4+0.5 = 4.5m
  • C_{d} = 0.63

Since the orifice is partially drowned, therefore let us split up the orifice into two portion will be treated as a free orifice and the lower portion as a drowned orifice.

The discharge through the free portion of the orifice, Q_{1} = \frac{2}{3} C_{d}. b \sqrt {2g} (H_{2}^\frac{3}{2} - H_{1}^\frac{3}{2}) \Rightarrow Q_{1} = \frac{2}{3} \times 0.63 \times \sqrt {2\times 9.81} [(4.5)^\frac{3}{2} - (4)^\frac{3}{2}] \therefore Q_{1} = 1.86 \times (9.546 - 8.0) = 2.88 m^3 /s

The discharge through the drowned portion of the orifice, Q_{2} = C_{d}.b (H_{2}-H)\times \sqrt {2gh} \Rightarrow Q_{2} = 0.63\times 2(5-4.5)\times \sqrt {2\times 9.81\times 4.5} \therefore Q_{2} = 0.63\times 9.396 = 5.92 m^3 /s

\therefore Total discharge Q = Q_{1}+Q_{2} = 2.88 + 5.92 = 8.8m\^3 /s

Solution

Total discharge = 8.8m\^3 /s