- 2071 Magh · 4 marks
Storm water from a 45 ha catchment
Short answer
Weighted runoff coefficient is 0.5025. With tc=30 min, intensity is 19 mm/hr, and A=45 ha, the storm water quantity by Q=CiA/360 is 1.193 m3/s (1193 L/s).
The catchment area of a city is 45 hectares. Assuming that the surface on which rain falls is classified as follows:
| Type of Surface | % Area | Runoff Coefficient |
|---|---|---|
| 1. Forest and Wooden Area | 10 | 0.15 |
| 2. Open ground + Unpaved street | 10 | 0.20 |
| 3. Parks + Lawns + Gardens | 15 | 0.15 |
| 4. Gravel Road | 20 | 0.25 |
| 5. Asphalt Pavements | 20 | 0.85 |
| 6. Water tight Roof Surfaces | 25 | 0.90 |
Calculate the quantity of storm water if time of entry is 20 minutes and time of flow is 10 minutes.
Storm water quantity by the Rational method: .
Step 1: Weighted runoff coefficient
| Surface | % area | C | % x C / 100 |
|---|---|---|---|
| Forest and wooded | 10 | 0.15 | 0.0150 |
| Open ground + unpaved street | 10 | 0.20 | 0.0200 |
| Parks, lawns, gardens | 15 | 0.15 | 0.0225 |
| Gravel road | 20 | 0.25 | 0.0500 |
| Asphalt pavement | 20 | 0.85 | 0.1700 |
| Watertight roof | 25 | 0.90 | 0.2250 |
| Total | 100 | 0.5025 |
Step 2: Time of concentration and intensity
No intensity formula is given, so the common formula mm/hr is assumed:
Step 3: Discharge
Answer: Storm water quantity = 1.193 m³/s (1193 l/s).
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Runoff from a 20 ha built-up area · Sanitary Engineering, chapter 2
- Sewer for 200 ha catchment at 0.6 depth · Sanitary Engineering, chapter 3 · asked 2×
- Combined sewer section, 85 ha area · Sanitary Engineering, chapter 3
- Estimating storm water quantity · Sanitary Engineering, chapter 2 · asked 3×
- Storm water estimation and its limitations · Sanitary Engineering, chapter 2
- Circular combined sewer, 60 ha · Sanitary Engineering, chapter 3
- Phi-index of storm, 20 cm rain, 12 cm runoff · Engineering Hydrology, chapter 3
- Define hydrological cycle, runoff, water balance, catchment · Engineering Hydrology, chapter 1
- Surface runoff with initial loss and phi-index, 100-min storm · Engineering Hydrology, chapter 3
- Runoff and effective rainfall, 4-hr storm, 80 km2 · Engineering Hydrology, chapter 3 · asked 2×