Runoff Curve Numbers with Varying Site Moisture

by Richard H. Hawkins, (M.ASCE), Assoc. Prof.; Dept. of Forestry and Outdoor Recreation (Watershed Sci. Unit), and Dept. of Civ. and Environmental Engrg., Utah State Univ., Logan, Utha, and Hydro., U.S. Dept. of Agriculture, ARS, Southwest Watershed Research Center, Tucson, Ariz.,


Serial Information: Journal of the Irrigation and Drainage Division, 1978, Vol. 104, Issue 4, Pg. 389-398


Document Type: Journal Paper

Discussion: Cronshey Roger G. (See full record)
Discussion: Golding Bernard L. (See full record)
Closure: (See full record)

Abstract: Runoff curve numbers (CN) as used to estimate runoff volume (Q) from storm rainfall (P), are usually modified by handbook methods to account for the influence of watershed wetness. An alternate technique, based on the SCS rainfall-runoff formula and conservation of mass, is developed, illustrated, and discussed. The expression developed is: CN2=1,200/(1,200/CN1) +ET-(P-Q). The methodology requires inputs of the interim evapotranspiration and drainage (ET), but is not unreasonably sensitive to estimates of them.

Subject Headings: Runoff curve number | Moisture | Rainfall-runoff relationships | Watersheds | Rain water | Evapotranspiration | Storms | Drainage | South Carolina | North America | United States

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