What This Solves
Generates a runoff hydrograph by convolving (superimposing) a rainfall excess time series with a unit hydrograph using the principle of superposition.
Best Used When
- You have a unit hydrograph and a rainfall distribution and need the resulting runoff hydrograph
- You are performing detailed hydrologic modeling with time-varying rainfall
- You want to see the full flow-over-time response of a watershed to a design storm
Do NOT Use When
- You only need the peak flow rate and not the full hydrograph shape — Use Rational Method Calculator
- You need to generate the unit hydrograph itself before convolving — Use SCS Unit Hydrograph Calculator
Key Assumptions
- The watershed response is linear (principle of superposition applies)
- Rainfall excess is uniform over the watershed for each time step
- The unit hydrograph is time-invariant (does not change during the storm)
- Base flow is not included in the convolution (added separately if needed)
- Rainfall excess has already been separated from total rainfall (losses removed)
Input Quality Notes
The quality of the result depends entirely on the unit hydrograph and the rainfall excess hyetograph. Verify that the unit hydrograph time step matches the rainfall increment duration.
Hydrograph Convolution
For educational purposes only. Not a substitute for professional engineering judgment.
Was this calculator helpful?
Last verified: February 2026