Hydrologic Conservatism as a Rationale for Selecting NRCS Initial Abstraction Ratio
Publication: Journal of Hydrologic Engineering
Volume 28, Issue 12
Abstract
We employed a dataset of 1,229 rainfall-runoff events in 47 watersheds in Texas to explore the performance of the Natural Resources Conservation Service (NRCS) Curve Number Method in determining peak discharges given varying initial abstraction ratios (). For each watershed, a curve number was calibrated from rainfall-runoff events using the least-squares approach, and the standard error ratio was used to evaluate calibration performance. Curve numbers and standard error ratios were compared for both and . Hypothesis testing found no significant difference in the standard error ratios within the five Texas regions studied, highlighting the need for some alternative criteria on which to select the most appropriate value for modeling and design. An equation was developed that computes equivalent curve number between and . Finally, we presented a method to predict whether small or large will estimate larger runoff and recommended a design approach that selects the value such that the larger runoff is estimated, leading to the more conservative hydrologic design.
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Data Availability Statement
Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.
Acknowledgments
The authors acknowledge Pete Hawkins for his steadfast efforts promoting the merits of shifting to . Without his passion for this topic, we would have never pursued this work. We recognize Julie Miller for pointing us to some important curve number literature and for her valuable insights on the realities of applying the NRCS-CN method in arid settings. We also acknowledge David Chin. His discussion contribution to an earlier paper prompted deeper thinking on the behavior for differing values. This work also benefitted from the many spirited discussions that have taken place among the members of the EWRI Curve Number Hydrology task committee. Finally, this paper benefitted from the careful review and comments provided by the editorial staff of the journal and three anonymous reviewers. We thank them for their efforts.
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© 2023 American Society of Civil Engineers.
History
Received: Feb 12, 2023
Accepted: Aug 2, 2023
Published online: Oct 3, 2023
Published in print: Dec 1, 2023
Discussion open until: Mar 3, 2024
ASCE Technical Topics:
- Business management
- Calibration
- Climates
- Engineering fundamentals
- Environmental engineering
- Errors (statistics)
- Federal government
- Government
- Hydrologic engineering
- Hydrology
- Mathematics
- Measurement (by type)
- Meteorology
- Organizations
- Practice and Profession
- Precipitation
- Rainfall
- Rainfall-runoff relationships
- River engineering
- River systems
- Runoff
- Runoff curve number
- Statistics
- Water and water resources
- Watersheds
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