Peak runoff result
Your estimate appears here.
Ready for calculation
Review the inputs, then select Calculate peak runoff to see your preliminary flow estimate.
Q = C × i × AEstimate preliminary peak runoff from catchment area, runoff coefficient and design rainfall intensity.
Your estimate appears here.
Review the inputs, then select Calculate peak runoff to see your preliminary flow estimate.
Q = C × i × AUnderstand the estimate before carrying it into your design.
TOOL-003 calculates peak runoff with Q = C × i × A. Internally, rainfall intensity is converted to m/s and catchment area to m², so the canonical result is m³/s.
The Rational Method is intended for peak-flow estimation under its accepted assumptions. This calculator does not derive an IDF curve, time of concentration, hydrograph, detention routing, pipe capacity, or network hydraulics. It does not automatically establish code or permit compliance.
FHWA HEC-22 Urban Drainage Design Manual, represented in the WaterEngineerLab Source Registry as SRC-RATIONAL-METHOD-TOOL003-001.