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).
Two soils of permeabilities \( k_1 \) and \( k_2 \) are placed in a horizontal flow apparatus, as shown in the figure. For Soil 1, \( L_1 = 50 \, {cm} \), and \( k_1 = 0.055 \, {cm/s} \); for Soil 2, \( L_2 = 30 \, {cm} \), and \( k_2 = 0.035 \, {cm/s} \). The cross-sectional area of the horizontal pipe is 100 cm², and the head difference (\( \Delta h \)) is 150 cm. The discharge (in cm³/s) through the soils is ........ (rounded off to 2 decimal places).
The most suitable test for measuring the permeability of clayey soils in the laboratory is ___________.
Consider the beam ACDEB given in the figure. Which of the following statements is/are correct:
The figures, I, II, and III are parts of a sequence. Which one of the following options comes next in the sequence as IV?