Given:
Total pan evaporation:
\[ {Pan evaporation} = 0.5 \times 30 = 15 \, \text{cm} = 0.15 \, \text{m}. \]
Given:
Surface area:
\[ {Area} = 15 \times 10 \times 1000 = 15 \times 10^5 \, \text{m}^2. \]
Evaporation loss considering pan coefficient:
\[ {Evaporation loss} = C_p \times \text{Pan evaporation} \]
Given \( C_p = 0.7 \), we calculate:
\[ {Evaporation loss} = 0.7 \times 0.15 = 0.105 \, \text{m}. \]
\[ {Volume} = \text{Evaporation loss} \times \text{Surface area} \]
Substituting values:
\[ {Volume} = 0.105 \times 15 \times 10^5 = 157.5 \times 10^3 \, \text{m}^3. \]
Correct Answer: \( \mathbf{157.5 \times 10^3} \) m³ (rounded to 1 decimal place).
In the context of the effect of drainage density on the run-off generation and the hydrograph at the catchment outlet, all other factors remaining the same, pick one or more CORRECT statement(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?