Step 1: Convert hectares to square meters.
The area is given as 100 hectares. Since 1 hectare = 10,000 m\(^2\), the area is:
\[
100 \, \text{hectares} = 100 \times 10,000 \, \text{m}^2 = 1,000,000 \, \text{m}^2
\]
Step 2: Convert depth to meters.
The total depth of water required by the crop is 35 cm, which equals 0.35 m. The depth of water required during the most intense watering is 12 cm, which equals 0.12 m.
Step 3: Calculate total volume of water required.
The total volume of water required for the crop over the entire area (100 hectares) is the product of the area and the depth of water:
\[
\text{Total volume required} = \text{Area} \times \text{Depth} = 1,000,000 \, \text{m}^2 \times 0.35 \, \text{m} = 350,000 \, \text{m}^3
\]
Step 4: Calculate the volume required for the most intense watering period.
The volume of water required during the most intense 30-day period (with a depth of 0.12 m) is:
\[
\text{Volume for intense watering} = \text{Area} \times \text{Depth for intense watering} = 1,000,000 \, \text{m}^2 \times 0.12 \, \text{m} = 120,000 \, \text{m}^3
\]
Step 5: Calculate the minimum discharge required.
The minimum discharge is the volume of water needed for the most intense period (30 days) divided by the time (in seconds) over which it needs to be delivered. The total time for the most intense watering period is 30 days, or \( 30 \times 24 \times 60 \times 60 = 2,592,000 \) seconds. Thus, the minimum discharge is:
\[
\text{Minimum discharge} = \frac{\text{Volume for intense watering}}{\text{Time}} = \frac{120,000 \, \text{m}^3}{2,592,000 \, \text{s}} = 0.0463 \, \text{m}^3/\text{s}
\]
\[
\boxed{\text{The minimum discharge required is 0.046 m}^3/\text{s}.}
\]
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?