RATIONAL METHOD CALCULATOR: PEAK STORMWATER RUNOFF (Q = CIA) (FREE CALCULATOR)
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summary     Free Rational Method calculator for peak stormwater runoff. Combine up to three surface types to get a weighted runoff coefficient, then Q = CiA in cfs and gallons per minute.

sections
- The formula
- Typical runoff coefficients
- Weighted (composite) C
- Where intensity comes from
- Limitations

faq
Q: What is the Rational Method formula?
A: Q = C × i × A, where Q is peak runoff in cubic feet per second, C is the runoff coefficient, i is rainfall intensity in inches per hour, and A is the drainage area in acres.
Q: What is a runoff coefficient?
A: The runoff coefficient C is the fraction of rainfall that becomes runoff, from near 0 for permeable ground to about 0.95 for roofs and pavement. Mixed areas use an area-weighted average.
Q: When should the Rational Method not be used?
A: For large drainage areas (many manuals cap it around 100 to 200 acres), for runoff volume or detention routing, or where rainfall and land cover vary widely. Hydrograph methods are used instead.

note        Free general education based on the Clean Water Act, EPA NPDES rules and the EPA Construction General Permit. Your governing permit (EPA, state, tribal or local) controls. This is not legal advice, not EPA-approved, and not a California QSP/QSD or other state credential, and it does not issue a certificate. Nothing you enter on this page is saved or sent.

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Free Calculator

Rational Method Calculator: Peak Stormwater Runoff (Q = CiA)

Estimate the peak runoff rate from a small drainage area with the Rational Method. Mix up to three surface types to get a weighted runoff coefficient.

  • Runs in your browser
  • Nothing is saved
On this page
  1. Calculator
  2. The formula
  3. Typical runoff coefficients
  4. Weighted (composite) C
  5. Where intensity comes from
  6. Limitations
  7. FAQ

The Rational Method is the simplest and most widely used way to estimate peak runoff from small drainage areas, for sizing inlets, pipes, swales and temporary construction controls.

The formula

Q = C × i × A

  • Q = peak runoff rate, in cubic feet per second (cfs)
  • C = runoff coefficient, the fraction of rainfall that becomes runoff (0 to 1)
  • i = rainfall intensity, in inches per hour, for the design storm at a duration equal to the time of concentration
  • A = drainage area, in acres

The units work out because 1 acre-inch per hour is about 1.008 cfs, so the factor is dropped by convention.

Typical runoff coefficients

SurfaceTypical C
Roofs0.75 to 0.95
Asphalt and concrete pavement0.70 to 0.95
Commercial / downtown areas0.70 to 0.95
Single-family residential0.30 to 0.50
Lawns, sandy soil, flat to average slope0.05 to 0.15
Lawns, clay soil, flat to average slope0.13 to 0.22
Lawns, clay soil, steep0.25 to 0.35
Woodsabout 0.05 to 0.25

Values vary by manual and storm frequency; use your local stormwater manual's table.

Weighted (composite) C

For mixed land cover: C = (C1 × A1 + C2 × A2 + ...) ÷ total area.

Where intensity comes from

Look up rainfall intensity in NOAA Atlas 14 precipitation frequency data (or your local IDF curves) for the design return period, such as the 10-year storm, at a duration equal to the time of concentration.

Limitations

The Rational Method assumes uniform rainfall over the whole area and gives a peak rate, not a volume or hydrograph. Many manuals limit it to drainage areas of roughly 100 to 200 acres or less. For detention design and larger areas, engineers use hydrograph methods such as NRCS (SCS) TR-55.

Sources and official references

Last reviewed: October 25, 2026 · Free general education based on the Clean Water Act, EPA NPDES rules and the EPA Construction General Permit. Your governing permit (EPA, state, tribal or local) controls. This is not legal advice, not EPA-approved, and not a California QSP/QSD or other state credential, and it does not issue a certificate. Nothing you enter on this page is saved or sent.

FAQ

Frequently asked questions

Q = C × i × A, where Q is peak runoff in cubic feet per second, C is the runoff coefficient, i is rainfall intensity in inches per hour, and A is the drainage area in acres.

The runoff coefficient C is the fraction of rainfall that becomes runoff, from near 0 for permeable ground to about 0.95 for roofs and pavement. Mixed areas use an area-weighted average.

For large drainage areas (many manuals cap it around 100 to 200 acres), for runoff volume or detention routing, or where rainfall and land cover vary widely. Hydrograph methods are used instead.

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