Engineering Tool

Roof Stormwater Runoff Calculator

Estimate the volume of stormwater runoff generated by a building roof during a rainfall event. Use the results to size retention systems, evaluate discharge rates, and inform stormwater management decisions.

Calculate Roof Runoff Volume

mm

Typical range: 0.70–0.95 for flat roofs

How Roof Runoff is Calculated

The rational method provides the foundation for estimating stormwater runoff from impervious surfaces such as rooftops. The core relationship is straightforward: one millimetre of rainfall falling uniformly over one square metre of impervious surface generates one litre of runoff — assuming no infiltration losses. The runoff coefficient (C) accounts for minor losses due to surface absorption, initial wetting, and membrane surface texture. For standard flat roofing membranes (TPO, PVC, EPDM, bituminous systems), runoff coefficients typically range from 0.85 to 0.95. This means that between 85% and 95% of total rainfall becomes runoff. For design purposes, engineers apply this formula across a storm duration matching the time of concentration — the time for water to travel from the most remote point on the roof to the outlet. For most flat or low-slope roofs, this is a matter of minutes, meaning the entire rainfall volume translates almost immediately into outlet flow.

Runoff Coefficients for Different Surfaces

The runoff coefficient reflects how much of the rainfall on a given surface becomes runoff rather than being absorbed, evaporated, or retained. Different roof surfaces have significantly different coefficients, which determines how they are modelled in stormwater calculations.

  • Flat membrane roof (TPO/PVC/EPDM): 0.85–0.95
  • Built-up bituminous roof: 0.80–0.90
  • Green roof (extensive, 100–150 mm substrate): 0.30–0.60
  • Green roof (intensive, >200 mm substrate): 0.10–0.35
  • Gravel-ballasted flat roof: 0.70–0.85
  • Concrete or asphalt pavement: 0.70–0.90
  • Compacted gravel surface: 0.40–0.60

Stormwater Management Considerations

Knowing the total runoff volume from a roof during a design storm is the starting point for several critical engineering decisions. The peak outflow rate — calculated separately using rainfall intensity rather than total depth — determines how large a flow control device (vortex controller, orifice plate, or weir) must be. The total volume determines how much on-roof storage is needed to buffer the difference between incoming runoff and the permitted restricted discharge rate. For controlled drainage and blue roof systems, the design objective is typically to reduce peak discharge to a pre-development greenfield rate — often 1.4 to 5 L/s/ha depending on local regulations — while retaining sufficient volume on the roof to achieve meaningful attenuation. Sizing errors carry real consequences: undersized retention allows excessive discharge during peak storms; oversized retention can impose structural loading beyond the roof deck's design capacity. SmartFlow provides real-time monitoring of ponding depth and outflow rate, giving asset managers continuous visibility into whether their system is performing as designed during live storm events and between storms.

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