Authors
Negussie H Tedela, Steven C McCutcheon, Todd C Rasmussen, Richard H Hawkins, Wayne T Swank, John L Campbell, Mary Beth Adams, C Rhett Jackson, Ernest W Tollner
Publication date
2012/11/1
Journal
Journal of Hydrologic Engineering
Volume
17
Issue
11
Pages
1188-1198
Publisher
American Society of Civil Engineers
Description
Engineers and hydrologists use the curve number method to estimate runoff from rainfall for different land use and soil conditions; however, large uncertainties occur for estimates from forested watersheds. This investigation evaluates the accuracy and consistency of the method using rainfall-runoff series from 10 small forested-mountainous watersheds in the eastern United States, eight annual maximum series from New Hampshire, West Virginia, and North Carolina, and two partial duration series from Georgia. These series are the basis to compare tabulated curve numbers with values estimated using five methods. For nine of 10 watersheds, tabulated curve numbers do not accurately estimate runoff. One source of the large uncertainty is a consistent decrease in storm-event curve numbers with increasing rainfall. A calibrated constant curve number is suitable for only two of 10 watersheds; the others require a …
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