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Stormwater Runoff Coefficients: rational C

res large lot to streets gravel

Rational Method runoff coefficients (C values) by land use/surface type and return period, plus SCS/NRCS curve numbers (CN) by hydrologic soil group (A/B/C/D) and land cover/condition — from ASCE MOP 77, FHWA HEC-22, USDA-NRCS TR-55, and NEH-630

Civil Engineeringmethod type: rational C10 rowsPage 3 of 3
method typerecord idC max (dimensionless)C min (dimensionless)C typical (dimensionless)descriptionland usereturn period yr (yr)standardsurface typeunit
rational Cres large lot0.40.250.3Single family residential, lot > 1/2 acreresidential10ASCE MOP 77 Table 2-2; FHWA HEC-22 Table 3-1large lotdimensionless
rational Cres large lot 100yr0.460.280.34Residential large lot — 100-year return periodresidential100ASCE MOP 77 Table 2-3large lot 100yrdimensionless
rational Cres medium lot0.450.30.35Single family residential, 1/4–1/2 acre lotresidential10ASCE MOP 77 Table 2-2; FHWA HEC-22 Table 3-1medium lotdimensionless
rational Cres multiunit attached0.80.60.7Multi-unit attached residential (apartments)residential10ASCE MOP 77 Table 2-2; local SW manualsmulti unit attacheddimensionless
rational Cres multiunit detached0.60.40.5Multi-unit detached residentialresidential10ASCE MOP 77 Table 2-2multi unit detacheddimensionless
rational Cres small lot0.60.40.5Single family residential, lot < 1/4 acre (suburban)residential10ASCE MOP 77 Table 2-2; FHWA HEC-22 Table 3-1small lotdimensionless
rational Cres townhouse0.650.40.55Townhouse / row houseresidential10ASCE MOP 77 Table 2-2townhousedimensionless
rational Croofs0.950.750.85Rooftops — flat or pitchedbuildings10ASCE MOP 77 Table 2-2; FHWA HEC-22 Table 3-1rooftopdimensionless
rational Cstreets asphalt0.950.70.85Streets and roads — asphalt or concretetransportation10ASCE MOP 77 Table 2-2; FHWA HEC-22 Table 3-1asphalt pavementdimensionless
rational Cstreets gravel0.70.350.5Streets and roads — gravel or macadamtransportation10ASCE MOP 77 Table 2-2gravel roaddimensionless

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