Hydrologic Conservatism as a Rationale for Selecting NRCS Initial Abstraction Ratio
Author:
Affiliation:
1. Assistant Professor, Dept. of Engineering, Univ. of Jamestown, Jamestown, ND 53405. ORCID: .
2. Professor, Dept. of Civil and Environmental Engineering, Univ. of North Carolina at Charlotte, Charlotte, NC 28223 (corresponding author). ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Environmental Science,Water Science and Technology,Civil and Structural Engineering,Environmental Chemistry
Link
https://ascelibrary.org/doi/pdf/10.1061/JHYEFF.HEENG-6016
Reference28 articles.
1. Conservative design rainfall distribution for application in arid regions with sparse data
2. Estimation of Volumetric Runoff Coefficients for Texas Watersheds Using Land-Use and Rainfall-Runoff Data
3. EWRI Curve Number Hydrology Task Committee. 2017a. “Chapter 10: Estimation of direct runoff from storm rainfall (draft).” Accessed February 11 2023. https://directives.sc.egov.usda.gov/41607.wba.
4. EWRI Curve Number Hydrology Task Committee. 2017b. “Chapter 9: Hydrologic soil-cover complexes (draft).” Accessed February 11 2023. https://directives.sc.egov.usda.gov/41606.wba.
5. Variations of Time of Concentration Estimates Using NRCS Velocity Method
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