UNDERSTAND IT. WORK IT OUT.

Learn: Rational Method runoff

The Rational Method estimates a peak runoff rate for a catchment using rainfall intensity, catchment area and a runoff coefficient. It is a peak-flow estimate, not the full time history of a storm.

Beginner-friendlyFree · No accountTwo worked examples + separate practice
01

What the formula is saying

Rainfall intensity i multiplied by area A gives the incoming rainfall volume per second. Multiplying by runoff coefficient C estimates the portion contributing to the modeled peak runoff.

Q = C i A

Read the symbols in plain language

C
Runoff coefficient

Runoff coefficient. The coefficient scales incoming rainfall to the modeled peak runoff contribution.

ratio / no unit

A dimensionless ratio has no physical unit; 0.01 as a ratio is 1% when the percent option is selected.

i
Rainfall intensity

Rainfall intensity. A depth rate multiplied by catchment area gives the rainfall volume arriving each second.

m/s

Use m/s as the base unit shown here. This calculator uses consistent SI units: i in m/s, A in m² and Q in m³/s. Convert mm/h to m/s by dividing by 3600000. C is a decimal fraction between 0 and 1, not a whole-number percentage.

A
Catchment area

Catchment area. A depth rate multiplied by catchment area gives the rainfall volume arriving each second.

m²

Square metres measure area; square the length conversion factor.

Q
Result to find

Rational Method runoff. The coefficient scales incoming rainfall to the modeled peak runoff contribution.

m³/s

Sort out the units first

This calculator uses consistent SI units: i in m/s, A in m² and Q in m³/s. Convert mm/h to m/s by dividing by 3600000. C is a decimal fraction between 0 and 1, not a whole-number percentage.

Assumptions before calculating

Assume rainfall intensity appropriate to the chosen frequency and a duration at least matching the catchment time of concentration, approximately uniform rainfall, and a coefficient suitable for the catchment and event.

02

Let’s solve one together

Read the given values, follow each operation, then check what the result means.

Read the supplied values as one complete study case. Find Q and explain the result in the stated output unit.

C · Runoff coefficient
0.7
i · Rainfall intensity
0.00002778 m/s
A · Catchment area
10000 m²
  1. Convert rainfall intensity into a volume rate

    A depth rate multiplied by catchment area gives the rainfall volume arriving each second.

    (0.00002778) × (10000) = 0.2778 m³/s
  2. Apply the runoff coefficient

    The coefficient scales incoming rainfall to the modeled peak runoff contribution.

    (0.7) × (0.2778) = 0.19446 m³/s
Answer0.19446 m³/s

Does this worked answer make sense?

The estimated peak cannot exceed iA for 0 ≤ C ≤ 1 in this model. Doubling area doubles Q only when the same intensity and runoff coefficient remain applicable.

A second worked example — different values

A second case uses different data. Predict which way the answer will change, then calculate it without reusing the first answer.

C · Runoff coefficient
0.5
i · Rainfall intensity
0.00002 m/s
A · Catchment area
20000 m²
  1. Convert rainfall intensity into a volume rate

    A depth rate multiplied by catchment area gives the rainfall volume arriving each second.

    (0.00002) × (20000) = 0.4 m³/s
  2. Apply the runoff coefficient

    The coefficient scales incoming rainfall to the modeled peak runoff contribution.

    (0.5) × (0.4) = 0.2 m³/s
Answer0.2 m³/s
03

Now try your own values

Change a value or its unit. The same method will show your calculation, step by step.

Runoff coefficient. The coefficient scales incoming rainfall to the modeled peak runoff contribution.

Rainfall intensity. A depth rate multiplied by catchment area gives the rainfall volume arriving each second.

Catchment area. A depth rate multiplied by catchment area gives the rainfall volume arriving each second.

English, Arabic and Persian digits are supported. The steps convert inputs to the formula’s base units.

Results update only when you calculate. The lesson example above stays unchanged.

04

Your turn — check your understanding

Solve this separate case yourself. Use only the values below; the two worked examples use different data. Give the requested result in the selected unit.

C · Runoff coefficient
0.8
i · Rainfall intensity
0.000025 m/s
A · Catchment area
15000 m²

Find: Learn: Rational Method runoff

For repeating decimals, use at least four significant figures. Accepted rounding tolerance: 0.05% of the expected value; zero uses an absolute tolerance of 10⁻¹².

A hint, not the answer

Rainfall intensity i multiplied by area A gives the incoming rainfall volume per second. Multiplying by runoff coefficient C estimates the portion contributing to the modeled peak runoff.

This calculator uses consistent SI units: i in m/s, A in m² and Q in m³/s. Convert mm/h to m/s by dividing by 3600000. C is a decimal fraction between 0 and 1, not a whole-number percentage.

Show the full practice solution

Compare the steps with your work; revealing a solution does not mark the lesson complete.

  1. Convert rainfall intensity into a volume rate

    A depth rate multiplied by catchment area gives the rainfall volume arriving each second.

    (0.000025) × (15000) = 0.375 m³/s
  2. Apply the runoff coefficient

    The coefficient scales incoming rainfall to the modeled peak runoff contribution.

    (0.8) × (0.375) = 0.3 m³/s
Answer0.3 m³/s

Avoid the common trap

Do not combine intensity in mm/h and area in hectares with this SI equation without conversion. Do not describe the result as storm runoff volume, and do not treat a supplied C as a universal constant.

When this method applies — and when it does not

Applicability depends on catchment size, storage and local drainage guidance. This simplified method does not route a hydrograph, model changing infiltration or establish a design storm. Do not apply a coefficient copied from an unrelated surface or jurisdiction.

For study and understanding, not approval of a real structure, site operation or design. Apply the correct standard, National Annex and professional review to actual engineering work.

One idea understood. Keep going.

This optional checkmark is saved only in this browser. It is your own progress note, not a certificate.

Sources & further reading

References open in a new tab and explain the underlying principles. The teaching text and examples here are SimpleFlick’s own; the source organisations have not endorsed this calculator.

Reading focus: Rational Method runoff. Hydrologic and drainage-system principles, including Rational Method assumptions, rainfall intensity, catchment response and hydraulic losses.

Lesson updated: · Both examples and the separate practice case are checked against an independent high-precision numerical implementation. This verifies arithmetic for the stated model, not engineering certification.

Menu