Step 1: Convert ground distances to cm.
Ground size: $6 \,\text{km} \times 3 \,\text{km}$.
\[
6 \,\text{km} = 6000 \,\text{m} = 6000 \times 100 \,\text{cm} = 600000 \,\text{cm}
\]
\[
3 \,\text{km} = 3000 \,\text{m} = 3000 \times 100 \,\text{cm} = 300000 \,\text{cm}
\]
Step 2: Compare photo size with ground size.
On the photo: $30 \,\text{cm} \times 15 \,\text{cm}$.
On the ground: $600000 \,\text{cm} \times 300000 \,\text{cm}$.
Scale ratio:
\[
\frac{\text{Photo length}}{\text{Ground length}} = \frac{30}{600000} = \frac{1}{20000}
\]
\[
\frac{\text{Photo width}}{\text{Ground width}} = \frac{15}{300000} = \frac{1}{20000}
\]
Step 3: Final scale.
Thus the photograph scale is:
\[
1 : 20000
\]
\[
\boxed{1 : 20000}
\]
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?
