Step 1: Calculate the number of pixels at 600 dpi.
- Resolution = 600 dpi $\Rightarrow$ in 10 inches, number of dots = $10 \times 600 = 6000$.
- So, image size = $6000 \times 6000 = 36,000,000$ pixels.
Step 2: Calculate the number of pixels at 300 dpi.
- Resolution = 300 dpi $\Rightarrow$ in 10 inches, number of dots = $10 \times 300 = 3000$.
- So, image size = $3000 \times 3000 = 9,000,000$ pixels.
Step 3: Percentage reduction.
\[
\text{Reduction} = \frac{\text{Initial pixels} - \text{Final pixels}}{\text{Initial pixels}} \times 100
\]
\[
= \frac{36,000,000 - 9,000,000}{36,000,000} \times 100
= \frac{27,000,000}{36,000,000} \times 100
= 75%
\]
\[
\boxed{75%}
\]
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?
