The infiltration rate ($f$) is calculated using:
\[f = I - R\]
where:
$I =$ Total rainfall intensity,
$R = \frac{\text{Runoff volume}}{\text{Area}} = \frac{21.6 \times 10^6}{300 \times 10^6} = 0.072 \, \text{m/hr}$ (converted to mm/hr: 72 mm/hr).
Rainfall intensity over 6 hours:
\[I = 1.5 \, \text{cm/hr} \times 6 = 9 \, \text{cm} = 90 \, \text{mm}.\]
Runoff converted to mm/hr:
\[R = 72 \, \text{mm/hr}.\]
Infiltration rate:
\[f = 90 - 72 = 18 \, \text{mm/hr over 6 hours}.\]
Average infiltration rate:
\[f_{\text{avg}} = \frac{18}{6} = 3 \, \text{mm/hr}.\]
Match List-I with List-II
| List-I | List-II |
|---|---|
| (A) Less than 0.002 mm | (IV) Clay |
| (B) 0.075 mm to 0.002 mm | (III) Silt |
| (C) 0.80 mm to 4.75 mm | (II) Sand |
| (D) 4.75 mm to 0.075 mm | (I) Gravel |
Choose the most appropriate answer from the options given below:
Match List-I with List-II
| List-I | List-II |
|---|---|
| (A) Hydrograph | (III) Discharge vs time |
| (B) Mass curve | (I) Cumulative rainfall vs time |
| (C) Double mass curve | (II) Cumulative rainfall of nearby station vs cumulative rainfall of concerned station |
| (D) Hyetograph | (IV) Rainfall intensity vs time |
Choose the correct answer from the options given below:
Match List-I with List-II
| List-I | List-II |
|---|---|
| (A) Horton equation | (III) Infiltration |
| (B) Muskingum Method | (II) Flood Routing |
| (C) Chezy's formula | (IV) Flow velocity |
| (D) Dicken's formula | (I) Maximum flood discharge |
Choose the correct answer from the options given below: