Technical Notes
Jun 9, 2022

Minimum Rainfall for Applying the Curve-Number Method

Publication: Journal of Irrigation and Drainage Engineering
Volume 148, Issue 8

Abstract

In engineering practice the curve-number method is sometimes inappropriately applied to low-rainfall events, thereby ignoring the dependence of the curve number on the rainfall amount. Lack of adjustment of the curve number for low rainfall can lead to substantial underestimation of runoff, and is particularly problematic in the design of water-quality components of stormwater-management systems. An expression is derived for the minimum rainfall required for the applicable curve number to be within 10% of its commonly cited handbook value, and a procedure is presented for adjusting the handbook curve number to account for low-design rainfall. A realistic example is presented to illustrate the procedure.

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Data Availability Statement

All data and models generated or used during the study appear in the published article.

References

Benjamin, J., and C. Cornell. 1970. Probability, statistics, and decision for civil engineers. New York: McGraw-Hill.
Chin, D. 2022. “Essential considerations in applying the curve-number method.” J. Irrig. Drain. Eng. 148 (2): 04021071. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001649.
Hawkins, R. 1990. “Asymptotic determination of curve numbers from rainfall-runoff data.” In Proc., Symp., Watershed Planning and Analysis in Action, 67–76. New York: ASCE.
Hawkins, R., T. Ward, D. Woodward, and J. V. Mullem. 2010. “Continuing evolution of rainfall-runoff and the curve number precedent.” In Proc., 2nd Joint Federal Interagency Conf. Lincoln, NE: Univ. of Nebraska.
Lilliefors, H. 1967. “On the Kolmogorov-Smirnov test for normality with mean and variance unknown.” J. Am. Stat. Assoc. 62 (5): 399–402. https://doi.org/10.1080/01621459.1967.10482916.
Natural Resources Conservation Service 2017. “Storm rainfall depth and distribution.” Chap. 4 in NRCS national engineering handbook, part 630: Hydrology. Washington, DC: USDA.
North Carolina Department of Environmental Quality. 2021. “Stormwater design manual.” Accessed January 15, 2022. https://deq.nc.gov/about/divisions/energy-mineral-and-land-resources/stormwater/stormwater-program/stormwater-design.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 148Issue 8August 2022

History

Received: Dec 20, 2021
Accepted: Apr 21, 2022
Published online: Jun 9, 2022
Published in print: Aug 1, 2022
Discussion open until: Nov 9, 2022

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Authors

Affiliations

Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, Coral Gables, FL 33124. ORCID: https://orcid.org/0000-0003-4530-5484. Email: [email protected]

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Cited by

  • The Curve Number Method in the 21st Century, Journal of Irrigation and Drainage Engineering, 10.1061/JIDEDH.IRENG-10108, 149, 6, (2023).
  • Discussion of “NRCS Curve Number Method: Comparison of Methods for Estimating the Curve Number from Rainfall-Runoff Data”, Journal of Hydrologic Engineering, 10.1061/JHYEFF.HEENG-5904, 28, 8, (2023).
  • Empirical Evidence Shows That Curve Numbers Vary from Event to Event, World Environmental and Water Resources Congress 2023, 10.1061/9780784484852.115, (1263-1270), (2023).
  • The State of the Curve-Number Method, Journal of Irrigation and Drainage Engineering, 10.1061/(ASCE)IR.1943-4774.0001717, 148, 11, (2022).

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