Discussion of “NRCS Curve Number Method: Comparison of Methods for Estimating the Curve Number from Rainfall-Runoff Data”
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Volume 28, Issue 8
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References
Benson, M. 1965. “Spurious correlations in hydraulics and hydrology.” J. Hydraul. Div. 91 (4): 35–42. https://doi.org/10.1061/JYCEAJ.0001293.
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Chin, D. 2022a. “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.
Chin, D. 2022b. “Minimum rainfall for applying the curve-number method.” J. Irrig. Drain. Eng. 148 (8): 06022003. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001698.
Kenney, B. 1982. “Beware of spurious self-correlations!” Water Resour. Res. 18 (4): 1041–1048. https://doi.org/10.1029/WR018i004p01041.
Shivers, D., and G. Moglen. 2008. “Spurious correlation in the USEPA rating curve method for estimating pollutant loads.” J. Environ. Eng. 134 (8): 610–618. https://doi.org/10.1061/(ASCE)0733-9372(2008)134:8(610).
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Journal of Hydrologic Engineering
Volume 28 • Issue 8 • August 2023
Copyright
© 2023 American Society of Civil Engineers.
History
Received: Aug 29, 2022
Accepted: Oct 4, 2022
Published online: May 17, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 17, 2023
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Cited by
- Timothy A. Maughan, Rollin H. Hotchkiss, Kenneth T. Quintana, Mark K. Payne, Madelin E. Pollei, Allison J. Kunz, Drainage Area Limitations of Single Watershed Peak Flow Estimates with NRCS Methods, World Environmental and Water Resources Congress 2024, 10.1061/9780784485477.059, (673-683), (2024).