The Rational formula
The Rational method estimates the peak discharge from a small catchment as the product of a runoff coefficient, the rainfall intensity for a duration equal to the time of concentration, and the catchment area:
C lumps together everything that separates rainfall from runoff at the peak: infiltration, depression storage, interception and the attenuation of the flow within the catchment. It is not a physical constant of the surface, which is why every table gives a range. Use the typical value as a starting point and move within the range according to the soil, the slope, the state of the surface and the return period.
How to read the tables
- Slope class. Flat, moderate or steep terrain. Steeper ground sheds water faster with less time for infiltration, so C rises with slope. Rows without a slope variant apply to moderate slopes.
- Soil permeability. Low (clays, shallow soils over rock), medium (loams) or high (sands, deep well-drained soils). Low permeability gives the highest C.
- Basis. The 51 rows marked ASCE follow the land-use ranges of the ASCE manuals of practice. The rows marked Compiled (open space, agricultural and undeveloped land) are typical design ranges compiled from textbooks and design manuals rather than taken from one published table. Check both against the manual your project is reviewed under.
The values are for the frequent design storms, roughly 2 to 10 years. Apply your manual's frequency adjustment for rarer events (see the FAQ below). Use them with the Rational method calculator, which also computes the composite C for a catchment of mixed land use, and the time of concentration calculator, which sets the storm duration.
Tables
Jump to: Residential · Commercial · Industrial · Parks & Open Space · Agricultural · Paved Surfaces · Undeveloped
Residential
| Surface | Slope | Soil permeability | C range | Typical C | Basis |
|---|---|---|---|---|---|
| Single-family detached residential, flat terrain | Flat | Low | 0.35 – 0.55 | 0.45 | ASCE |
| Single-family detached residential, flat terrain | Flat | Medium | 0.25 – 0.45 | 0.35 | ASCE |
| Single-family detached residential, flat terrain | Flat | High | 0.20 – 0.35 | 0.28 | ASCE |
| Single-family detached residential | Moderate | Low | 0.40 – 0.55 | 0.48 | ASCE |
| Single-family detached residential | Moderate | Medium | 0.30 – 0.50 | 0.40 | ASCE |
| Single-family detached residential | Moderate | High | 0.25 – 0.40 | 0.32 | ASCE |
| Single-family detached residential, steep terrain | Steep | Low | 0.45 – 0.65 | 0.55 | ASCE |
| Single-family detached residential, steep terrain | Steep | Medium | 0.35 – 0.55 | 0.45 | ASCE |
| Single-family detached residential, steep terrain | Steep | High | 0.30 – 0.50 | 0.38 | ASCE |
| Multi-family or townhouse residential | Moderate | Low | 0.50 – 0.70 | 0.60 | ASCE |
| Multi-family or townhouse residential | Moderate | Medium | 0.40 – 0.60 | 0.50 | ASCE |
| Multi-family or townhouse residential | Moderate | High | 0.35 – 0.50 | 0.42 | ASCE |
| Apartment or condominium complex | Moderate | Low | 0.60 – 0.80 | 0.70 | ASCE |
| Apartment or condominium complex | Moderate | Medium | 0.50 – 0.70 | 0.60 | ASCE |
| Apartment or condominium complex | Moderate | High | 0.45 – 0.65 | 0.55 | ASCE |
| High-density residential (row houses, flats) | Moderate | Low | 0.70 – 0.85 | 0.78 | ASCE |
| High-density residential (row houses, flats) | Moderate | Medium | 0.60 – 0.80 | 0.70 | ASCE |
| High-density residential (row houses, flats) | Moderate | High | 0.55 – 0.75 | 0.65 | ASCE |
Commercial
| Surface | Slope | Soil permeability | C range | Typical C | Basis |
|---|---|---|---|---|---|
| Downtown or central business district | Moderate | Low | 0.80 – 0.95 | 0.88 | ASCE |
| Downtown or central business district | Moderate | Medium | 0.70 – 0.95 | 0.82 | ASCE |
| Downtown or central business district | Moderate | High | 0.65 – 0.90 | 0.78 | ASCE |
| Neighbourhood commercial strip or retail | Moderate | Low | 0.60 – 0.75 | 0.68 | ASCE |
| Neighbourhood commercial strip or retail | Moderate | Medium | 0.50 – 0.70 | 0.60 | ASCE |
| Neighbourhood commercial strip or retail | Moderate | High | 0.45 – 0.65 | 0.55 | ASCE |
| Shopping centre or mall with parking | Moderate | Low | 0.70 – 0.90 | 0.80 | ASCE |
| Shopping centre or mall with parking | Moderate | Medium | 0.60 – 0.80 | 0.70 | ASCE |
| Shopping centre or mall with parking | Moderate | High | 0.55 – 0.75 | 0.65 | ASCE |
Industrial
| Surface | Slope | Soil permeability | C range | Typical C | Basis |
|---|---|---|---|---|---|
| Light manufacturing, assembly plants | Moderate | Low | 0.65 – 0.85 | 0.75 | ASCE |
| Light manufacturing, assembly plants | Moderate | Medium | 0.55 – 0.80 | 0.67 | ASCE |
| Light manufacturing, assembly plants | Moderate | High | 0.50 – 0.70 | 0.60 | ASCE |
| Heavy manufacturing, processing plants | Moderate | Low | 0.75 – 0.95 | 0.85 | ASCE |
| Heavy manufacturing, processing plants | Moderate | Medium | 0.65 – 0.90 | 0.77 | ASCE |
| Heavy manufacturing, processing plants | Moderate | High | 0.60 – 0.80 | 0.70 | ASCE |
| Warehousing and distribution centres | Moderate | Low | 0.70 – 0.85 | 0.77 | ASCE |
| Warehousing and distribution centres | Moderate | Medium | 0.60 – 0.80 | 0.70 | ASCE |
| Warehousing and distribution centres | Moderate | High | 0.55 – 0.70 | 0.62 | ASCE |
Parks & Open Space
| Surface | Slope | Soil permeability | C range | Typical C | Basis |
|---|---|---|---|---|---|
| Parks and landscaped gardens | Moderate | Low | 0.15 – 0.30 | 0.22 | Compiled |
| Parks and landscaped gardens | Moderate | Medium | 0.10 – 0.25 | 0.17 | Compiled |
| Parks and landscaped gardens | Moderate | High | 0.08 – 0.18 | 0.13 | Compiled |
| Recreational playgrounds and sports fields | Moderate | Low | 0.25 – 0.40 | 0.32 | Compiled |
| Recreational playgrounds and sports fields | Moderate | Medium | 0.20 – 0.35 | 0.27 | Compiled |
| Recreational playgrounds and sports fields | Moderate | High | 0.15 – 0.28 | 0.22 | Compiled |
| Cemeteries and memorial parks | Moderate | Low | 0.15 – 0.30 | 0.22 | Compiled |
| Cemeteries and memorial parks | Moderate | Medium | 0.10 – 0.25 | 0.18 | Compiled |
| Cemeteries and memorial parks | Moderate | High | 0.08 – 0.18 | 0.13 | Compiled |
Agricultural
| Surface | Slope | Soil permeability | C range | Typical C | Basis |
|---|---|---|---|---|---|
| Cultivated row crops, flat terrain | Flat | Low | 0.30 – 0.50 | 0.40 | Compiled |
| Cultivated row crops, flat terrain | Flat | Medium | 0.20 – 0.40 | 0.30 | Compiled |
| Cultivated row crops, flat terrain | Flat | High | 0.10 – 0.30 | 0.20 | Compiled |
| Cultivated row crops, moderate slope | Moderate | Low | 0.35 – 0.55 | 0.45 | Compiled |
| Cultivated row crops, moderate slope | Moderate | Medium | 0.25 – 0.45 | 0.35 | Compiled |
| Cultivated row crops, moderate slope | Moderate | High | 0.15 – 0.35 | 0.25 | Compiled |
| Cultivated row crops, steep terrain | Steep | Low | 0.40 – 0.60 | 0.50 | Compiled |
| Cultivated row crops, steep terrain | Steep | Medium | 0.30 – 0.50 | 0.40 | Compiled |
| Cultivated row crops, steep terrain | Steep | High | 0.20 – 0.40 | 0.30 | Compiled |
| Small grain crops (wheat, maize) | Moderate | Low | 0.25 – 0.45 | 0.35 | Compiled |
| Small grain crops (wheat, maize) | Moderate | Medium | 0.15 – 0.40 | 0.28 | Compiled |
| Small grain crops (wheat, maize) | Moderate | High | 0.10 – 0.30 | 0.20 | Compiled |
| Pasture and grassland | Moderate | Low | 0.20 – 0.45 | 0.32 | Compiled |
| Pasture and grassland | Moderate | Medium | 0.15 – 0.35 | 0.25 | Compiled |
| Pasture and grassland | Moderate | High | 0.10 – 0.25 | 0.18 | Compiled |
| Forest and woodland | Moderate | Low | 0.10 – 0.30 | 0.20 | Compiled |
| Forest and woodland | Moderate | Medium | 0.07 – 0.20 | 0.13 | Compiled |
| Forest and woodland | Moderate | High | 0.05 – 0.15 | 0.10 | Compiled |
Paved Surfaces
| Surface | Slope | Soil permeability | C range | Typical C | Basis |
|---|---|---|---|---|---|
| Asphalt-paved streets and roads | Moderate | Low | 0.80 – 0.95 | 0.88 | ASCE |
| Asphalt-paved streets and roads | Moderate | Medium | 0.75 – 0.92 | 0.83 | ASCE |
| Asphalt-paved streets and roads | Moderate | High | 0.70 – 0.90 | 0.80 | ASCE |
| Concrete paving and surfaces | Moderate | Low | 0.85 – 0.98 | 0.92 | ASCE |
| Concrete paving and surfaces | Moderate | Medium | 0.82 – 0.95 | 0.88 | ASCE |
| Concrete paving and surfaces | Moderate | High | 0.80 – 0.92 | 0.86 | ASCE |
| Brick paving (with sand joints) | Moderate | Low | 0.75 – 0.90 | 0.82 | ASCE |
| Brick paving (with sand joints) | Moderate | Medium | 0.70 – 0.85 | 0.77 | ASCE |
| Brick paving (with sand joints) | Moderate | High | 0.65 – 0.80 | 0.72 | ASCE |
| Rooftops (flat or pitched) | Moderate | Low | 0.80 – 0.95 | 0.88 | ASCE |
| Rooftops (flat or pitched) | Moderate | Medium | 0.78 – 0.93 | 0.85 | ASCE |
| Rooftops (flat or pitched) | Moderate | High | 0.75 – 0.90 | 0.82 | ASCE |
| Gravel roads and driveways | Moderate | Low | 0.35 – 0.70 | 0.52 | ASCE |
| Gravel roads and driveways | Moderate | Medium | 0.25 – 0.60 | 0.42 | ASCE |
| Gravel roads and driveways | Moderate | High | 0.15 – 0.45 | 0.30 | ASCE |
Undeveloped
| Surface | Slope | Soil permeability | C range | Typical C | Basis |
|---|---|---|---|---|---|
| Bare or disturbed soil, flat terrain | Flat | Low | 0.30 – 0.60 | 0.45 | Compiled |
| Bare or disturbed soil, flat terrain | Flat | Medium | 0.20 – 0.50 | 0.35 | Compiled |
| Bare or disturbed soil, flat terrain | Flat | High | 0.10 – 0.35 | 0.22 | Compiled |
| Bare or disturbed soil | Moderate | Low | 0.40 – 0.75 | 0.57 | Compiled |
| Bare or disturbed soil | Moderate | Medium | 0.30 – 0.60 | 0.45 | Compiled |
| Bare or disturbed soil | Moderate | High | 0.20 – 0.45 | 0.32 | Compiled |
| Bare or disturbed soil, steep terrain | Steep | Low | 0.55 – 0.85 | 0.70 | Compiled |
| Bare or disturbed soil, steep terrain | Steep | Medium | 0.40 – 0.70 | 0.55 | Compiled |
| Bare or disturbed soil, steep terrain | Steep | High | 0.30 – 0.55 | 0.42 | Compiled |
| Natural veld, scrubland, or bushveld | Moderate | Low | 0.20 – 0.50 | 0.35 | Compiled |
| Natural veld, scrubland, or bushveld | Moderate | Medium | 0.12 – 0.40 | 0.26 | Compiled |
| Natural veld, scrubland, or bushveld | Moderate | High | 0.08 – 0.28 | 0.18 | Compiled |
| Rocky or near-impervious terrain | Moderate | Low | 0.70 – 0.95 | 0.82 | Compiled |
| Rocky or near-impervious terrain | Moderate | Medium | 0.65 – 0.90 | 0.77 | Compiled |
| Rocky steep terrain, cliffs | Steep | Low | 0.75 – 0.95 | 0.85 | Compiled |
Composite C for mixed land use
Where a catchment contains several land uses, weight each coefficient by its area:
For example, a 5.0 ha catchment with 2.0 ha of asphalt streets (C = 0.83) and 3.0 ha of single-family housing on moderate slopes and medium soils (C = 0.40) has a composite coefficient of (0.83 × 2.0 + 0.40 × 3.0) / 5.0 = 0.57.
Area weighting is exact for the peak only when every part of the catchment contributes at the same time. Where a large paved area drains straight to the outlet and the pervious area lies far upstream, the paved area alone can give a higher peak than the whole catchment: check the impervious part on its own, with its own shorter time of concentration.
Limits of the method
The Rational method assumes the rainfall intensity is uniform over the catchment and constant for the time of concentration, and that the return period of the peak flow equals that of the rainfall. These assumptions hold for small, mostly urban catchments. It gives a peak only, with no hydrograph and no volume, so it cannot be used to size storage. For larger or rural catchments, or where storage matters, use the TR-55 calculator or a unit hydrograph.
Common questions
What runoff coefficient should I use for asphalt and roofs?
What C value applies to grassland or forest?
How do I calculate a composite runoff coefficient?
Should C increase for larger return periods?
Is the Rational method valid for large catchments?
Sources
- ASCE and WPCF (1969) Design and Construction of Sanitary and Storm Sewers. ASCE Manual of Practice No. 37. American Society of Civil Engineers, New York.
- Chow, V.T., Maidment, D.R. and Mays, L.W. (1988) Applied Hydrology. McGraw-Hill, New York. Section 15.1 and Table 15.1.1.
- Brown, S.A., Schall, J.D., Morris, J.L., Doherty, C.L., Stein, S.M. and Warner, J.C. (2013) Urban Drainage Design Manual, Hydraulic Engineering Circular No. 22 (HEC-22), 3rd ed. FHWA-NHI-10-009. Federal Highway Administration. Section 3.2.
- Kuichling, E. (1889) The relation between the rainfall and the discharge of sewers in populous districts. Transactions of the ASCE, 20, 1–56.
The values are the ones Delta Hydro Studio's calculators use. Last reviewed . Check them against the design manual your project is reviewed under.