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):
For the beam and loading shown in the figure, the second derivative of the deflection curve of the beam at the mid-point of AC is given by \( \frac{\alpha M_0}{8EI} \). The value of \( \alpha \) is ........ (rounded off to the nearest integer).
In levelling between two points A and B on the opposite banks of a river, the readings are taken by setting the instrument both at A and B, as shown in the table. If the RL of A is 150.000 m, the RL of B (in m) is ....... (rounded off to 3 decimal places).