Step 1: Given data.
Jet velocity, \( V = 20 \, \text{m/s} \)
Plate velocity, \( u = 15 \, \text{m/s} \)
Step 2: Work done per unit weight of water.
The work done per unit weight is proportional to the product of plate velocity and the difference between jet velocity and plate velocity:
\[
W \propto u (V - u)
\]
Step 3: Efficiency of the plates.
Efficiency is defined as the ratio of work done to the kinetic energy of the jet:
\[
\eta = \frac{2u (V - u)}{V^2}
\]
Step 4: Substitution.
\[
\eta = \frac{2 \times 15 (20 - 15)}{20^2}
= \frac{2 \times 15 \times 5}{400}
= \frac{150}{400}
= 0.375
\]
Step 5: Convert to percentage.
\[
\eta \times 100 = 37.5 %
\]
\[
\boxed{ \text{Efficiency of the plates = 37.5%} }
\]
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?
