Let \( W_1 \) and \( W_2 \) be the weights of MSW and sludge, respectively. The water content equation for the mixture is:
\[ 0.3W_1 + 0.7W_2 = 0.4(W_1 + W_2) \]
Simplifying:
\[ 0.3W_1 + 0.7W_2 = 0.4W_1 + 0.4W_2 \]
\[ 0.3W_1 - 0.4W_1 = 0.4W_2 - 0.7W_2 \]
\[ -0.1W_1 = -0.3W_2 \]
\[ \frac{W_2}{W_1} = \frac{1}{3} \]
Bulk density of the mixture is given by:
\[ \rho_{\text{bulk}} = \frac{W_1 + W_2}{V_1 + V_2} \]
Since \( V = \frac{W}{\rho} \), we substitute:
\[ \rho_{\text{bulk}} = \frac{W_1 + W_2}{\frac{W_1}{\rho_1} + \frac{W_2}{\rho_2}} \]
Substituting \( \frac{W_2}{W_1} = \frac{1}{3} \), we solve and obtain:
\[ \rho_{\text{bulk}} \approx 365 \, \text{kg/m}^3 \]
Thus, the correct answers are (A) and (B).
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).
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?