The rational method is a widelyβused engineering approach for estimating the peak discharge from small urban catchments during a design storm. It assumes that the entire drainage area contributes to flow simultaneously, which is reasonable for basins typically less than 200 acres.
The method combines three key parameters: the drainage area (A), the runoff coefficient (C) that reflects landβcover imperviousness, and the rainfall intensity (i) for a storm duration equal to the time of concentration. By multiplying these factors, engineers obtain a quick yet reliable estimate of the design flow.
Accurate selection of C and i is critical: C varies with surface type (e.g., 0.90 for paved roofs, 0.30 for grassy lawns), while i is obtained from local intensityβdurationβfrequency (IDF) curves for the chosen storm return period.
What is the rational method in urban stormwater engineering?
When is the rational method applicable?
What does the runoff coefficient (C) represent in this calculator?
How do I determine the time of concentration for a storm?
What units should I use for the rainfall intensity (i) when using this calculator?
Can this method be used for large watersheds?
How do I interpret the peak discharge result from this calculator?
Results are for informational purposes only and do not constitute professional advice.
