SI runoff screening
- Input
- C = 0.85, rainfall intensity 50 mm/hr, area 0.2 ha, safety factor 1.1.
- Method
- Use SI rational method and then apply the allowance.
- Formula
- Q = 0.00278 x 0.85 x 50 x 0.2
- Intermediate steps
- Peak runoff = 0.02363 m^3/s.
- Adjusted runoff = 0.02599 m^3/s.
- Final result
- The adjusted flow is a preliminary drainage planning value.
- Interpretation
- Useful for early catchment comparison.
- Limitation
- Does not select rainfall intensity or size pipes, drains, detention, or outfalls.