Rational Method Peak Runoff
Inputs
0-1; e.g. paved ≈ 0.85-0.95, lawn ≈ 0.05-0.10
m/s
e.g. 5.1 in/hr ≈ 3.598e-5 m/s
m²
Result
0.1006m³/s
Q = C × i × A
Q = 0.85 × 3.598e-5 × 3289 = 0.1006 m³/s
- Peak flow Q: 0.1006 m³/s
Kernel 0.1.0 · Profile rational-method-runoff v0.1.0