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NRCS Runoff Calculator

Runoff depth and volume by the NRCS curve number method, and the TR-55 graphical peak discharge, with rainfall from NOAA Atlas 14.

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Runoff equation
Q = (P − Ia)2 / (P − Ia + S) for P > Ia, otherwise 0, with S = 1000/CN − 10 and Ia = 0.2S (NRCS TR-55, Eqs. 2-1 to 2-4). Depths are in inches; volume = Q × area.
Weighted curve number
Subarea curve numbers are weighted by area, as on TR-55 Worksheet 2. TR-55 adds that the CN procedure is less accurate when runoff is under 0.5 inch and should not be used when the weighted CN is under 40; both are flagged.
Antecedent runoff condition
TR-55 tables are for condition II (average). Condition I (dry) and III (wet) come from NRCS NEH Part 630 Chapter 10 Table 10-1, interpolated between the listed curve numbers.
Graphical Peak Discharge
qp = qu Am Q Fp (TR-55 Eq. 4-1), with the unit peak qu from the Appendix F coefficients for the rainfall type and Ia/P, Am in square miles and the pond and swamp factor Fp from Table 4-2.
Rainfall from NOAA Atlas 14
For a Texas location the 24-hour depth comes from NOAA Atlas 14 Volume 11 (partial-duration series), and runoff is listed for every return period.

NRCS TR-55 (1986) runoff curve numbers for antecedent runoff condition II and Ia = 0.2S, by hydrologic soil group. Type a value into the calculator; the hydrologic soil group for a Texas site is on the Texas Soil Screening Map.

Table 2-2a — Urban areas

CoverConditionImperviousABCD
Fully developed urban areas — open space (lawns, parks, golf courses, cemeteries, etc.): Poor condition (grass cover < 50%)poor—68798689
Fully developed urban areas — open space (lawns, parks, golf courses, cemeteries, etc.): Fair condition (grass cover 50% to 75%)fair—49697984
Fully developed urban areas — open space (lawns, parks, golf courses, cemeteries, etc.): Good condition (grass cover > 75%)good—39617480
Fully developed urban areas — impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right-of-way)——98989898
Fully developed urban areas — streets and roads: Paved; curbs and storm sewers (excluding right-of-way)——98989898
Fully developed urban areas — streets and roads: Paved; open ditches (including right-of-way)——83899293
Fully developed urban areas — streets and roads: Gravel (including right-of-way)——76858991
Fully developed urban areas — streets and roads: Dirt (including right-of-way)——72828789
Western desert urban areas: Natural desert landscaping (pervious areas only)——63778588
Western desert urban areas: Artificial desert landscaping (impervious weed barrier, desert shrub with 1- to 2-inch sand or gravel mulch and basin borders)——96969696
Urban districts: Commercial and business—85%89929495
Urban districts: Industrial—72%81889193
Residential districts by average lot size: 1/8 acre or less (town houses)—65%77859092
Residential districts by average lot size: 1/4 acre—38%61758387
Residential districts by average lot size: 1/3 acre—30%57728186
Residential districts by average lot size: 1/2 acre—25%54708085
Residential districts by average lot size: 1 acre—20%51687984
Residential districts by average lot size: 2 acres—12%46657782
Developing urban areas: Newly graded areas (pervious areas only, no vegetation)——77869194

Table 2-2b — Cultivated agricultural lands

CoverConditionImperviousABCD
Fallow: Bare soil——77869194
Fallow: Crop residue cover (CR)poor—76859093
Fallow: Crop residue cover (CR)good—74838890
Row crops: Straight row (SR)poor—72818891
Row crops: Straight row (SR)good—67788589
Row crops: SR + CRpoor—71808790
Row crops: SR + CRgood—64758285
Row crops: Contoured (C)poor—70798488
Row crops: Contoured (C)good—65758286
Row crops: C + CRpoor—69788387
Row crops: C + CRgood—64748185
Row crops: Contoured & terraced (C&T)poor—66748082
Row crops: Contoured & terraced (C&T)good—62717881
Row crops: C&T + CRpoor—65737981
Row crops: C&T + CRgood—61707780
Small grain: Straight row (SR)poor—65768488
Small grain: Straight row (SR)good—63758387
Small grain: SR + CRpoor—64758386
Small grain: SR + CRgood—60728084
Small grain: Contoured (C)poor—63748285
Small grain: Contoured (C)good—61738184
Small grain: C + CRpoor—62738184
Small grain: C + CRgood—60728083
Small grain: Contoured & terraced (C&T)poor—61727982
Small grain: Contoured & terraced (C&T)good—59707881
Small grain: C&T + CRpoor—60717881
Small grain: C&T + CRgood—58697780
Close-seeded or broadcast legumes or rotation meadow: Straight row (SR)poor—66778589
Close-seeded or broadcast legumes or rotation meadow: Straight row (SR)good—58728185
Close-seeded or broadcast legumes or rotation meadow: Contoured (C)poor—64758385
Close-seeded or broadcast legumes or rotation meadow: Contoured (C)good—55697883
Close-seeded or broadcast legumes or rotation meadow: Contoured & terraced (C&T)poor—63738083
Close-seeded or broadcast legumes or rotation meadow: Contoured & terraced (C&T)good—51677680

Table 2-2c — Other agricultural lands

CoverConditionImperviousABCD
Pasture, grassland, or range — continuous forage for grazingpoor—68798689
Pasture, grassland, or range — continuous forage for grazingfair—49697984
Pasture, grassland, or range — continuous forage for grazinggood—39617480
Meadow — continuous grass, protected from grazing and generally mowed for hay——30587178
Brush — brush-weed-grass mixture with brush the major elementpoor—48677783
Brush — brush-weed-grass mixture with brush the major elementfair—35567077
Brush — brush-weed-grass mixture with brush the major elementgood—30486573
Woods — grass combination (orchard or tree farm): Woods-grass combinationpoor—57738286
Woods — grass combination (orchard or tree farm): Woods-grass combinationfair—43657682
Woods — grass combination (orchard or tree farm): Woods-grass combinationgood—32587279
Woodspoor—45667783
Woodsfair—36607379
Woodsgood—30557077
Farmsteads — buildings, lanes, driveways, and surrounding lots——59748286

Table 2-2d — Arid and semiarid rangelands

CoverConditionImperviousABCD
Herbaceous — mixture of grass, weeds, and low-growing brush, with brush the minor elementpoor——808793
Herbaceous — mixture of grass, weeds, and low-growing brush, with brush the minor elementfair——718189
Herbaceous — mixture of grass, weeds, and low-growing brush, with brush the minor elementgood——627485
Oak-aspen — mountain brush mixture of oak brush, aspen, mountain mahogany, bitter brush, maple, and other brushpoor——667479
Oak-aspen — mountain brush mixture of oak brush, aspen, mountain mahogany, bitter brush, maple, and other brushfair——485763
Oak-aspen — mountain brush mixture of oak brush, aspen, mountain mahogany, bitter brush, maple, and other brushgood——304148
Pinyon-juniper — pinyon, juniper, or both; grass understorypoor——758589
Pinyon-juniper — pinyon, juniper, or both; grass understoryfair——587380
Pinyon-juniper — pinyon, juniper, or both; grass understorygood——416171
Sagebrush with grass understorypoor——678085
Sagebrush with grass understoryfair——516370
Sagebrush with grass understorygood——354755
Desert shrub — major plants include saltbush, greasewood, creosotebush, blackbrush, bursage, palo verde, mesquite, and cactuspoor—63778588
Desert shrub — major plants include saltbush, greasewood, creosotebush, blackbrush, bursage, palo verde, mesquite, and cactusfair—55728186
Desert shrub — major plants include saltbush, greasewood, creosotebush, blackbrush, bursage, palo verde, mesquite, and cactusgood—49687984

Average percent impervious area as listed in table 2-2a (urban districts and residential lots). Table 2-2c: actual curve number is less than 30; use CN = 30 for runoff computations. Table 2-2d: curve numbers for group A have been developed only for desert shrub. Source: USDA NRCS, Urban Hydrology for Small Watersheds, TR-55, 2nd ed., June 1986, tables 2-2a, 2-2b, 2-2c, 2-2d. U.S. Government work (public domain).

The calculator is tested against the cases below every time its code changes.

CaseWhatReferenceValues comparedLargest differenceResult
The table loads with the calculator. The same results are in verification.json.

Weighted CN, runoff and the graphical peak are compared with NRCS TR-55 Examples 2-1 and 4-1 to the precision they print (the unit peak qu in the example is read from a chart, so 3%); the rest are hand calculations of the published equations.

  • Standard Ia = 0.2S only. The Ia = 0.05S alternative needs remapped curve numbers and is not included.
  • The graphical peak is for one hydrologically homogeneous watershed with Tc from 0.1 to 10 hours, a weighted CN over 40, and the TR-55 Type II or III rainfall distribution; no hydrograph and no routing through storage. Fp applies only to ponds and swamps that are not in the Tc flow path.
  • Curve numbers come from you or the TR-55 tables. The Texas Curve Number Screening Map gives screening values from land cover and soils for a site.

What is a curve number?
An index from 0 to 100 that combines land cover, soil group and condition to estimate how much rain becomes runoff: the higher the number, the more runoff. Impervious surfaces are about 98.
Which hydrologic soil group is my site?
Groups A to D rank soils from high to low infiltration. The Texas Soil Screening Map shows the NRCS SSURGO group for a Texas site.
Why is there no runoff for small storms?
Rain up to the initial abstraction Ia = 0.2S is held by interception, infiltration and surface storage before runoff begins. For CN 70, Ia is about 0.86 in.
Can I attach the calculation sheet to a design report?
You can print it and include it as a supporting calculation that you have checked. It is a calculation aid, not a sealed engineering document: the engineer of record reviews it and is responsible for the design, and the criteria of the reviewing agency decide which methods and values apply.

TopicReference
Runoff and graphical peakUSDA NRCS (1986). Urban Hydrology for Small Watersheds, Technical Release 55, 2nd ed., Chapters 2 and 4, Appendix F.
Direct runoffUSDA NRCS (2004). National Engineering Handbook Part 630, Chapter 10: Estimation of Direct Runoff from Storm Rainfall.
RainfallPerica, S., et al. (2018). NOAA Atlas 14, Volume 11 Version 2.0: Texas. NOAA, National Weather Service.

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A free calculation aid using the published methods above. Not a sealed engineering document; the engineer of record is responsible for design. HERO E&C · TBPELS Firm F-27793.

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A free calculation aid. This calculator applies the published methods named on this page to the inputs you enter. It is not a sealed engineering document, has not been reviewed by a licensed professional for your project, and no warranty is expressed or implied. Check the results independently before using them for design, bidding or permitting.

The criteria of the reviewing agency decide which methods and values apply to a design. The engineer of record is responsible for the design.

Using this calculator does not create an engineer–client relationship. Calculations run in your browser; your inputs are not sent to or stored by HERO E&C. HERO E&C · TBPELS Firm F-27793.