Minimum Rainfall for Applying the Curve-Number Method

Author:

Chin David A.1ORCID

Affiliation:

1. Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, Coral Gables, FL 33124. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Reference7 articles.

1. Benjamin, J., and C. Cornell. 1970. Probability, statistics, and decision for civil engineers. New York: McGraw-Hill.

2. Essential Considerations in Applying the Curve-Number Method

3. 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.

4. 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.

5. On the Kolmogorov-Smirnov Test for Normality with Mean and Variance Unknown

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1. Discussion of “NRCS Curve Number Method: Comparison of Methods for Estimating the Curve Number from Rainfall-Runoff Data”;Journal of Hydrologic Engineering;2023-08

2. The Curve Number Method in the 21st Century;Journal of Irrigation and Drainage Engineering;2023-06

3. Empirical Evidence Shows That Curve Numbers Vary from Event to Event;World Environmental and Water Resources Congress 2023;2023-05-18

4. The State of the Curve-Number Method;Journal of Irrigation and Drainage Engineering;2022-11

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