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Stormwater Runoff Calculator

Calculate stormwater runoff using the Rational Method (Q=CIA) for drainage design — free hydraulic calculation tool

Runoff Coefficient Presets
Rational Formula Parameters
Time of Concentration
Time of Concentration tc
23.6
min
tc = L / (60·√(S/100))
Calculation Results
Design Runoff Q
0.1181
m³/s
(118.1 L/s)
Suggested Pipe Dia.
400
mm
(at V = 1.0 m/s)
Rational Formula:
Q = (1/360) · C · I · A
Q = (1/360) · 0.85 · 50 · 1
Q = 0.1181 m³/s
Where Q (m³/s), C (dimensionless), I (mm/hr), A (ha)
Runoff Coefficient Reference
Surface TypeCoefficient C
Rooftops0.85 - 0.95
Asphalt pavement0.80 - 0.90
Concrete pavement0.80 - 0.95
Gravel roads0.40 - 0.60
Parks / Lawns0.15 - 0.35
Forest0.10 - 0.20
Paddy fields0.70 - 0.80
Farm fields0.30 - 0.60
Commercial area0.70 - 0.95
Residential area0.40 - 0.70