Reference table

Runoff coefficient table

The runoff coefficient C is the fraction of rainfall that leaves a catchment as direct runoff in the Rational method. The tables below give the range and a typical C for common land uses, split by slope class and soil permeability, as used by Delta Hydro Studio's Rational method calculator.

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

SurfaceSlopeSoil permeabilityC rangeTypical CBasis
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

SurfaceSlopeSoil permeabilityC rangeTypical CBasis
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

SurfaceSlopeSoil permeabilityC rangeTypical CBasis
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

SurfaceSlopeSoil permeabilityC rangeTypical CBasis
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

SurfaceSlopeSoil permeabilityC rangeTypical CBasis
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

SurfaceSlopeSoil permeabilityC rangeTypical CBasis
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

SurfaceSlopeSoil permeabilityC rangeTypical CBasis
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.

FAQ

Common questions

What runoff coefficient should I use for asphalt and roofs?
Asphalt streets are typically 0.83 (0.75 to 0.92) and roofs 0.85 (0.78 to 0.93). Use the upper end for new, well-jointed surfaces and for the less frequent design storms, when depression storage and losses are a smaller share of the rainfall.
What C value applies to grassland or forest?
Pasture and grassland on medium soils is typically 0.25 (0.15 to 0.35); forest and woodland 0.13 (0.07 to 0.20). Rural values depend strongly on soil, slope and the state of the vegetation, so read the row for your soil permeability and slope class rather than the category as a whole.
How do I calculate a composite runoff coefficient?
Weight each sub-area's coefficient by its area: C = Σ(Cᵢ Aᵢ) / ΣAᵢ. Measure the sub-areas from a land-use map or site plan and use one C per land-use and soil combination. The worked example on this page gives the arithmetic.
Should C increase for larger return periods?
Most design manuals say yes, because losses are a smaller fraction of a large storm. FHWA HEC-22 multiplies C by a frequency factor of 1.0 for return periods up to 10 years, 1.1 for 25 years, 1.2 for 50 years and 1.25 for 100 years, with the product capped at 1.0. Other manuals use their own factors or tabulate C by return period directly; follow the one your project is reviewed under.
Is the Rational method valid for large catchments?
It assumes uniform rainfall over the whole catchment for a duration equal to the time of concentration, which holds only for small areas. Most manuals limit it to somewhere between 0.8 km² (200 acres) for urban drainage and about 15 km² for rural catchments; beyond that, use a hydrograph method such as SCS/TR-55 or a unit hydrograph.

Sources

  1. 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.
  2. 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.
  3. 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.
  4. 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.

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