Total population: \[ 0.45 \text{ million} = 450000 \text{ persons} \] Total waste generated per day: \[ 450000 \times 0.21 = 94500 \text{ kg/day} \] Organic waste (40%): \[ 0.40 \times 94500 = 37800 \text{ kg/day} \] Convert to tons: \[ 37800 \text{ kg} = 37.8 \text{ tons/day} \] Truck capacity: \[ 15 \text{ tons per trip} \] Daily trips needed: \[ \frac{37.8}{15} = 2.52 \Rightarrow 3 \text{ trips/day} \] Weekly trips: \[ 3 \times 7 = 21 \] Thus, the minimum number of weekly round trips is: \[ \boxed{21} \]
Match the various types of impurities present in water in Group I with the appropriate water treatment process given in Group II.
\[\begin{array}{|c|c|} \hline \textbf{Group I} & \textbf{Group II} \\ \hline \text{P: Fine suspended matter} & \text{1: Aeration} \\ \hline \text{Q: Pathogenic bacteria} & \text{2: Plain sedimentation} \\ \hline \text{R: Color, odour and taste} & \text{3: Sedimentation with coagulation} \\ \hline \text{S: Floating matter as leaves} & \text{4: Screening} \\ \hline & \text{5: Disinfection} \\ \hline \end{array}\]
| Type of House | Percentage of Households | Equivalent volume of compacted solid waste generated/ household/ day |
| LIG | 30% | 0.10 \(m^3\) |
| MIG | 60% | 0.15 \(m^3\) |
| HIG | 10% | 0.20 \(m^3\) |
