Step 1: Understanding the Concept:
The runoff volume generated from a watershed during a rainfall event is calculated using the watershed area, rainfall depth, and the runoff coefficient (runoff/rainfall ratio).
The average streamflow rate is then found by dividing the total runoff volume by the duration of the flow.
Key Formula or Approach:
1. Total Runoff Volume (\(V\)):
\[ V = A \times P \times C \]
Where \(A\) is the watershed area, \(P\) is the rainfall depth, and \(C\) is the runoff coefficient.
2. Average Streamflow Rate (\(Q\)):
\[ Q = \frac{V}{T} \]
Where \(T\) is the duration of flow.
Step 2: Detailed Explanation:
Given data:
- Watershed Area, \(A = 600 \text{ ha} = 600 \times 10^4 \text{ m}^2 = 6 \times 10^6 \text{ m}^2\)
- Rainfall Depth, \(P = 10 \text{ cm} = 0.1 \text{ m}\)
- Runoff/rainfall ratio (coefficient), \(C = 0.2\)
- Duration of flow, \(T = 10 \text{ hours} = 600 \text{ minutes}\)
First, calculate the total volume of runoff (\(V\)):
\[ V = (6 \times 10^6 \text{ m}^2) \times (0.1 \text{ m}) \times 0.2 \]
\[ V = 120,000 \text{ m}^3 \]
Next, calculate the average streamflow rate (\(Q\)) in different units to match the options:
- In \(\text{m}^3/\text{hour}\):
\[ Q = \frac{120,000 \text{ m}^3}{10 \text{ hours}} = 12,000 \text{ m}^3/\text{h} \]
(Option A is \(1,20,000 \text{ m}^3/\text{h}\), which is incorrect).
- In \(\text{m}^3/\text{minute}\):
\[ Q = \frac{120,000 \text{ m}^3}{600 \text{ minutes}} = 200 \text{ m}^3/\text{min} \]
(This matches Option B exactly).
- In \(\text{m}^3/\text{second}\):
\[ Q = \frac{120,000 \text{ m}^3}{36,000 \text{ seconds}} \approx 3.33 \text{ m}^3/\text{s} \]
(Options C and D are \(33.33\) and \(2.66 \text{ m}^3/\text{s}\), which are incorrect).
Step 3: Final Answer:
The average streamflow rate is \(200 \text{ m}^3/\text{minute}\).