Technical Notes
Jul 28, 2021

Partitioning Daily Streamflows for Curve Number Calibrations

Publication: Journal of Irrigation and Drainage Engineering
Volume 147, Issue 10

Abstract

The records of about 8,500 USGS streamflow measuring stations in the US provide an immense amount of runoff data over most of the country that would be useful for calibration of the curve number if the usual component of baseflow could be removed. A streamflow partitioning method that separates the flow into surface runoff and baseflow components works directly on a daily streamflow record with a commonly available spreadsheet program. The method is simple enough for manual calculation if only a few runoff events need to be partitioned, as in some flood studies, and is easy to use when many years of data are involved. The method uses a single parameter to calibrate to a streamflow record, and the calculated surface runoff and calibrated curve number have low sensitivity to changes in the value of the parameter. The method offers opportunities for improvement of the curve number because of the large number of calibrated values that could become available.

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Data Availability Statement

All the data, models or code that support the findings of this study are available from the corresponding author upon reasonable request.

References

Boughton, W. 2004. “The Australian water balance model.” Environ. Modell. Software 19 (10): 943–956. https://doi.org/10.1016/j.envsoft.2003.10.007.
Boughton, W. 2020. “Curve number calibrations on 204 Australian catchments.” J. Hydrol. Eng. 24 (6): 06020001. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001920.
Boughton, W. C. 1988. “Partitioning streamflow by computer.” Trans. Inst. Eng. Aust. Civ. Eng. 30 (5): 285–291.
Chapman, T. 1999. “A comparison of algorithms for streamflow recession and baseflow separation.” Hydrolog. Process. 13 (5): 701–714. https://doi.org/10.1002/(SICI)1099-1085(19990415)13:5%3C701::AID-HYP774%3E3.0.CO;2-2.
Hawkins, R. H., T. J. Ward, D. E. Woodward, and J. A. Van Mullen. 2009. Curve number hydrology: State of the practice. Reston, VA: ASCE.
Nejadhashemi, A. P., A. Shirmohammadi, J. M. Sheridan, H. J. Montas, and K. R. Mankin. 2009. “Case study: Evaluation of streamflow partitioning methods.” J. Irrig. Drain. Eng. 135 (6): 791–801. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000093.
USGS. 2021. “USGS current water data for the nation.” Accessed July 5, 2021. https://waterdata.usgs.gov/nwis/rt.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 147Issue 10October 2021

History

Received: Dec 31, 2020
Accepted: May 18, 2021
Published online: Jul 28, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 28, 2021

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Authors

Affiliations

Walter Boughton, Ph.D. [email protected]
Retired, School of Australian Environmental Studies, Griffith Univ., Brisbane, QLD 4069, Australia. 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).
  • Essential Considerations in Applying the Curve-Number Method, Journal of Irrigation and Drainage Engineering, 10.1061/(ASCE)IR.1943-4774.0001649, 148, 2, (2022).

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