The runoff coefficient ($C$) represents the ratio of direct runoff volume to the total rainfall volume over a watershed. It is calculated using the formula:
$C = \frac{\text{Volume of Runoff}}{\text{Volume of Rainfall}}$
First, convert the watershed area and rainfall rate to consistent units.
Calculate the total rainfall depth:
$ \text{Rainfall Depth} = \text{Rainfall Rate} \times t_{rain} = 0.05 \text{ m h}^{-1} \times 2 \text{ h} = 0.1 \text{ m} $
Calculate the total volume of rainfall:
$ V_{\text{rainfall}} = A \times \text{Rainfall Depth} = (1 \times 10^6 \text{ m}^2) \times (0.1 \text{ m}) = 1 \times 10^5 \text{ m}^3 $
Convert the runoff duration to seconds for consistency with the runoff rate.
Calculate the total volume of runoff:
$ V_{\text{runoff}} = Q_{out} \times t_{run} = (1 \text{ m}^3 \text{ s}^{-1}) \times (36000 \text{ s}) = 36000 \text{ m}^3 $
Now, use the formula for the runoff coefficient:
$ C = \frac{V_{\text{runoff}}}{V_{\text{rainfall}}} = \frac{36000 \text{ m}^3}{1 \times 10^5 \text{ m}^3} $
$ C = \frac{36000}{100000} = 0.36 $
The runoff coefficient for the watershed is $0.36$. This corresponds to Option 3.
| Duration (minutes) | 5 | 10 | 20 | 30 | 40 | 60 |
| Maximum depth of rainfall (mm) | 16 | 24 | 39 | 50 | 60 | 65 |
| Time from start of rainfall (min) | 0 | 20 | 40 | 60 | 80 | 100 |
|---|---|---|---|---|---|---|
| Cumulative rainfall (cm) | 0 | 0.5 | 1.2 | 2.6 | 3.3 | 3.5 |
The Curve Number (CN) of a watershed of $40$ ha area under given hydrologic soil group, land use and management practices, and Antecedent Moisture Condition (AMC)-II is $80$. The initial abstraction is $20$% of maximum retention. For the rainfall event of $40$ mm, the direct runoff in mm (round off to $2$ decimal places) is _____________