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Related standards: Rational Method
Estimating peak runoff from a small drainage area using the Rational Method.
When rain falls on a piece of land, some of it soaks in and some of it runs off across the surface. The Rational Method is the oldest and still most widely used way to estimate that peak runoff rate for small drainage areas — small enough (typically under about 200 acres) that the whole area can be treated as responding to rainfall all at once, rather than needing a full hydrograph.
The runoff coefficient C captures how much of the rainfall actually becomes runoff rather than soaking in — pavement and rooftops have a C close to 1 (almost everything runs off), while a lawn or wooded area has a much lower C (much of it infiltrates). Rainfall intensity i comes from local intensity-duration-frequency data for whatever storm return period the project needs to be designed for (a 10-year storm, a 100-year storm, and so on).
One tidy fact about the Rational Method: when C is dimensionless, i is in inches per hour, and A is in acres, the product C·i·A comes out in cubic feet per second without any conversion constant — 1 acre-inch per hour happens to equal almost exactly 1 cubic foot per second (the two units are close enough, within about half a percent, that engineers use the formula directly). That numerical coincidence, not an approximation, is why the formula looks so clean in US customary units.
Q = C × i × A
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