Inputs
Example data table
Sample scenario showing typical inputs and computed sizing.
| Roof area (m²) | Intensity (mm/hr) | C | Slope (%) | Material | Design flow (L/s) | Suggested diameter (mm) |
|---|---|---|---|---|---|---|
| 220 | 75 | 0.90 | 1.0 | PVC (smooth) | 4.54 | 90 |
Formula used
- Rational method runoff: Q(L/s) = C × I(mm/hr) × A(m²) ÷ 3600
- Design flow: Qd = Q × Safety Factor
- Manning full-pipe capacity: Q = (1/n) × A × R2/3 × S1/2
- Geometry: A = πD²/4, R = D/4, S = slope/100
The calculator finds the smallest diameter whose Manning capacity meets the design flow at the selected slope and roughness.
How to use this calculator
- Enter roof area and the design rainfall intensity.
- Select a runoff coefficient and a safety factor.
- Set the drain slope and choose a pipe material.
- Add drain length and fittings to check required fall.
- Press Calculate to view sizing, capacity, and checks.
- Use CSV or PDF buttons to export the calculation.