Problem Statement
The depth of flow of water, at a certain section of a rectangular channel of 5 m wide is 0.6 m. The discharge through the channel is 15 m³/s. If a hydraulic jump takes place on the downstream side, find the loss of energy due to hydraulic jump.
Given Data & Constants
- Width of channel, \(B = 5 \, \text{m}\)
- Initial depth of flow, \(d_1 = 0.6 \, \text{m}\)
- Discharge, \(Q = 15 \, \text{m}^3/\text{s}\)
- Acceleration due to gravity, \(g = 9.81 \, \text{m/s}^2\)
Solution
1. Calculate Conditions Before and After the Jump
First, we find the velocities and the depth after the jump (\(d_2\)).
$$ \text{Initial Velocity, } V_1 = \frac{Q}{B \times d_1} = \frac{15}{5 \times 0.6} = 5.0 \, \text{m/s} $$ $$ \text{Froude Number, } Fr_1 = \frac{V_1}{\sqrt{g d_1}} = \frac{5.0}{\sqrt{9.81 \times 0.6}} \approx 2.06 $$ $$ \text{Depth after jump, } d_2 = \frac{d_1}{2} \left[ \sqrt{1 + 8 Fr_1^2} - 1 \right] = \frac{0.6}{2} [ \sqrt{1 + 8(2.06)^2} - 1 ] \approx 1.474 \, \text{m} $$ $$ \text{Final Velocity, } V_2 = \frac{Q}{B \times d_2} = \frac{15}{5 \times 1.474} \approx 2.035 \, \text{m/s} $$2. Calculate Specific Energy Before and After the Jump
The specific energy (E) is the total energy head relative to the channel bed.
$$ E_1 = d_1 + \frac{V_1^2}{2g} = 0.6 + \frac{5^2}{2 \times 9.81} \approx 0.6 + 1.274 = 1.874 \, \text{m} $$ $$ E_2 = d_2 + \frac{V_2^2}{2g} = 1.474 + \frac{(2.035)^2}{2 \times 9.81} \approx 1.474 + 0.211 = 1.685 \, \text{m} $$3. Calculate the Loss of Energy
The loss of energy head (\(h_L\)) is the difference in specific energy across the jump. This represents energy loss per unit weight of water.
$$ h_L = E_1 - E_2 = 1.874 - 1.685 = 0.189 \, \text{m} $$The loss of energy due to the hydraulic jump is 0.189 m.
Explanation of Energy Loss in a Hydraulic Jump
A hydraulic jump is a highly turbulent and chaotic event where the flow transitions from a high-velocity, shallow state (supercritical) to a low-velocity, deep state (subcritical). While momentum is conserved across the jump, mechanical energy is not.
The intense mixing and eddy formation within the jump convert a significant amount of the flow's kinetic energy into thermal energy (heat). This is considered an "energy loss" from a hydraulic perspective, as the useful mechanical energy of the flow decreases. The calculation finds this loss by comparing the specific energy (depth + kinetic energy) before the jump to the specific energy after it. The result is expressed as a "head loss" in meters.