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Interpreting L-THIA's Results: SCS Curve Number Method

The SCS curve number method is a simple, widely used and efficient method for determining the approximate amount of runoff from a rainfall even in a particular area. Although the method is designed for a single storm event, it can be scaled to find average annual runoff values. The data requirements for this method are very low, rainfall amount and curve number. The curve number is based on the area's hydrologic soil group, land use, treatment and hydrologic condition.

The general equation for the SCS curve number method is as follows:
Curve Number Equations (3 KB)

The initial equation (1) is based on trends observed in data from collected sites, therefore it is an empirical equation instead of a physically based equation. After further empirical evaluation of the trends in the data base, the initial abstractions, Ia, could be defined as a percentage of S (2). With this assumption, the equation (3) could be written in a more simplified form with only 3 variables. The parameter CN is a transformation of S, and it is used to make interpolating, averaging, and weighting operations more linear (4). 

With the following chart, the amount of runoff can be found if the rainfall amount (in inches) and curve number is known.

There are two advantages of using L-THIA over a manual method. One, the availability of the data; L-THIA provides the rainfall data for any area in the United States. Two, L-THIA completes this calculation for every rainfall event for thirty years and then reports the average annual runoff value.
 
 

Curve Number Chart (12 KB)


 

Land Use Description on Input Screen

Description and Curve Numbers from TR-55

Cover Description

Curve Number for Hydrologic Soil Group

Cover Type and Hydrologic Condition

% Impervious Areas

A

B

C

D

Agricultural Row Crops - Straight Rows + Crop Residue Cover- Good Condition(1)
 

64

75

82

85

Commercial Urban Districts: Commercial and Business

85

89

92

94

95

Forest Woods(2) - Good Condition
 

30

55

70

77

Grass/Pasture Pasture, Grassland, or Range(3) - Good Condition
 

39

1

74

80

High Density Residential Residential districts by average lot size: 1/8 acre or less

65

77

85

90

92

Industrial Urban district: Industrial

72

81

88

91

93

Low Density Residential Residential districts by average lot size: 1/2 acre lot

25

54

70

80

85

Open Spaces Open Space (lawns, parks, golf courses, cemeteries, etc.)(4) Fair Condition (grass cover 50% to 70%)
 

49

69

79

84

Parking and Paved Spaces Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right-of-way)

100

98

98

98

98

Residential 1/8 acre Residential districts by average lot size: 1/8 acre or less 

65

77

85

90

92

Residential 1/4 acre Residential districts by average lot size: 1/4 acre

38

61

75

83

87

Residential 1/3 acre Residential districts by average lot size: 1/3 acre

30

57

72

81

86

Residential 1/2 acre Residential districts by average lot size: 1/2 acre

25

54

70

80

85

Residential 1 acre Residential districts by average lot size: 1 acre

20

51

68

79

84

Residential 2 acres Residential districts by average lot size: 2 acre

12

46

65

77

82

Water/ Wetlands  

0

0

0

0

0

Color Key 

Basic Input Value

Detailed Input Value

Basic and Detailed Input Type Value

Notes 

(1) Hydraulic condition is based on combination factors that affect infiltration and runoff, including (a) density and canopy of vegetative areas, (b) amount of year-round cover, (c) amount of grass or close-seeded legumes, (d) percent of residue on the land surface (good>=20%), and (e) degree of surface roughness.

(2) Good: Woods are protected from grazing, and litter and brush adequately cover the soil.

(3) Good: >75% ground cover and lightly or only occasionally grazed.

(4) CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type.

 




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