The rational method provides a quick estimate of the peak discharge from a watershed by assuming that runoff from the entire drainage area occurs uniformly over the time of concentration.
It relates three key parameters: the runoff coefficient (C) that reflects landβsurface characteristics, the rainfall intensity (i) for a storm duration equal to the time of concentration, and the drainage area (A) expressed in acres.
Although simple, the method is most reliable for small, urbanized basins and for design storms up to about 24β―hours. Larger or highly variable terrains require more sophisticated hydrologic models.
What is the formula used in the Watershed Rational Method?
When is the rational method most reliable?
What does the runoff coefficient (C) represent?
How do I determine the rainfall intensity (i)?
What units should I use for the drainage area (A)?
Can the rational method be used for large watersheds?
What are some limitations of the Watershed Rational Method?
Results are for informational purposes only and do not constitute professional advice.
