Step 1: Recall the Rational formula.
The Rational formula for peak runoff is given as:
\[
Q = C \cdot I \cdot A
\]
where,
- \(Q\) = Peak runoff rate (m\(^3\)/s)
- \(C\) = Runoff coefficient (dimensionless)
- \(I\) = Rainfall intensity (mm/hr)
- \(A\) = Catchment area (ha or km\(^2\))
Step 2: Check parameters.
- (A) Intensity of rainfall → Directly part of formula. ✓
- (B) Coefficient of runoff → Accounts for surface permeability and land use. ✓
- (C) Velocity of flow → Not used in Rational formula, relevant to hydraulic design, not peak runoff. ✗
- (D) Hydraulic mean depth of flow → Related to open channel hydraulics, not Rational formula. ✗
Step 3: Conclusion.
Hence, only (A) and (B) are required.
Final Answer: \[ \boxed{\text{(A) and (B)}} \]
Match the various types of impurities present in water in Group I with the appropriate water treatment process given in Group II.
\[\begin{array}{|c|c|} \hline \textbf{Group I} & \textbf{Group II} \\ \hline \text{P: Fine suspended matter} & \text{1: Aeration} \\ \hline \text{Q: Pathogenic bacteria} & \text{2: Plain sedimentation} \\ \hline \text{R: Color, odour and taste} & \text{3: Sedimentation with coagulation} \\ \hline \text{S: Floating matter as leaves} & \text{4: Screening} \\ \hline & \text{5: Disinfection} \\ \hline \end{array}\]
