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).
The height difference between two points (A and B) in levelling is calculated using the formula:
\[ H_{{avg}} = \frac{(H_1 - H_2) + (H_3 - H_4)}{2} \]
where:
From the problem statement:
Now, calculating the average height difference:
\[ H_{{avg}} = \frac{(1.8 - 1.35) + (1.45 - 0.95)}{2} \]
\[ H_{{avg}} = \frac{0.45 + 0.5}{2} = \frac{0.95}{2} = 0.475 \, \text{m} \]
Given that the RL of point A is 150.000 m, we calculate:
\[ \text{RL of B} = \text{RL of A} + H_{{avg}} \]
\[ = 150.000 + 0.475 = 150.475 \, \text{m} \]
Correct Answer: \( \mathbf{150.475} \) m (rounded to three decimal places).
Match the following in Column I with Column II.
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?