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.
A one-way, single lane road has traffic that consists of 30% trucks and 70% cars. The speed of trucks (in km/h) is a uniform random variable on the interval (30, 60), and the speed of cars (in km/h) is a uniform random variable on the interval (40, 80). The speed limit on the road is 50 km/h. The percentage of vehicles that exceed the speed limit is ........ (rounded off to 1 decimal place).