The power dissipated is given by:
\[ \Delta P = \rho g Q \Delta E \]
From the energy equation:
\[ \Delta E = \frac{(y_2 - y_1)^3}{4 y_1 y_2} \]
The Froude number at upstream is given by:
\[ Fr_1^2 = \frac{V_1^2}{g y_1} \]
Substituting values:
\[ Fr_1^2 = \frac{3^2}{9.81 \times 0.5} = 7.34 \]
The conjugate depth after the hydraulic jump is:
\[ y_2 = y_1 \left( -1 + \sqrt{1 + 8 Fr_1^2} \right) \]
Substituting values:
\[ y_2 = 0.5 \left( -1 + \sqrt{1 + 8 \times 7.34} \right) = 1.68 \, {m} \]
Substituting values into the energy equation:
\[ \Delta E = \frac{(1.68 - 0.5)^3}{4 \times 1.68 \times 0.5} = 0.49 \, {m} \]
Now, using the power equation:
\[ \Delta P = 1000 \times 9.81 \times 15 \times 0.49 \]
Solving:
\[ \Delta P = 72.10 \, {kW} \]
Correct Answer: \( \mathbf{72} \) kW (rounded to the nearest integer).
In levelling between two points A and B on the opposite banks of a river, the readings are taken by setting the instrument both at A and B, as shown in the table. If the RL of A is 150.000 m, the RL of B (in m) is ....... (rounded off to 3 decimal places).
A one-way, single lane road has traffic that consists of 30% trucks and 70% cars. The speed of trucks (in km/h) is a uniform random variable on the interval (30, 60), and the speed of cars (in km/h) is a uniform random variable on the interval (40, 80). The speed limit on the road is 50 km/h. The percentage of vehicles that exceed the speed limit is ........ (rounded off to 1 decimal place).