Case Studies
Mar 22, 2019

Regional Calibration of the NRCS Unit Hydrograph Peak Rate Factor for New Jersey as a Result of Hurricane Irene

Publication: Journal of Hydrologic Engineering
Volume 24, Issue 6

Abstract

Synthetic unit hydrographs are used to predict the response of a watershed to a precipitation event. They utilize the physical characteristics of a watershed for their development. Although a variety of synthetic unit hydrograph methods are available in the profession, history shows that the Natural Resources Conservation Service’s (NRCS) Dimensionless Unit Hydrograph is the most commonly used method. Within the NRCS’s peak flow equation, the peak rate factor (PRF) is a required user input parameter; however, little guidance is given throughout the literature for selecting an appropriate value. The goal of this case study was to back-calculate site-specific PRFs for various watersheds throughout New Jersey as a result of rainfall attributed to Hurricane Irene in August 2011. A total of 26 watersheds were investigated with results showing PRFs ranging between 170 and 975. Regional trends were sought but found to be inconclusive. Additionally, statistical analysis showed no correlation between the PRF and various watershed characteristics such as longest hydraulic length, slope, area, percent impervious, among others.

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Acknowledgments

The authors would like to acknowledge the following individuals and entities for their contribution to this work: Dr. David Robinson (New Jersey State Climatologist) for supplying the required rainfall data necessary to complete this project and the College of New Jersey’s Mentored Undergraduate Summer Experience (MUSE) program for supplying financial resources to support the following students who all participated in the project over the course of several years—Ryan Gurriell, Amanda Hess, Emily Hennessy, and Stella Karcnik.

References

Clark, C. O. 1945. “Storage and the unit hydrograph.” ASCE Trans. 110: 1419–1446.
Dalton, R. 2014. “Karst features in New Jersey.” In New Jersey Geologic and Water Survey—Information circular, 1–4. Trenton, NJ: New Jersey Dept. of Environmental Protection.
Hawkins, R. H., T. J. Ward, D. E. Woodward, and J. A. Van Mullem. 2009. Curve number hydrolog—State of practice. Reston, VA: ASCE.
Mockus, V. 1957. Use of storm and watershed characteristics in synthetic hydrograph analysis and application, 1–17. Sacramento, CA: American Geophysical Union, Pacific Southwest Region.
NRCS (Natural Resources Conservation Service). 2007. “Hydrographs.” Chap. 16 in Part 630 Hydrology, national engineering handbook, 14. Washington, DC: US Dept. of Agriculture and Natural Resources Conservation Service.
NRCS (Natural Resources Conservation Service). 2010. “Time of concentration.” Chap. 15 in Part 630 Hydrology, national engineering handbook, 5. Washington, DC: US Dept. of Agriculture and Natural Resources Conservation Service.
SCS (Soil Conservation Service). 1957. Chap. 16 in Engineering handbook—Hydrology—Section 4, 2. Beltsville, MD: SCS.
Sherman, L. K. 1932. “Stream-flow from rainfall by the unit-graph method.” Eng. News-Rec. 108: 501–505.
Snyder, F. F. 1938. “Synthetic unit graphs.” Trans. Am. Geophys. Union 19 19 (1): 447–454. https://doi.org/10.1029/TR019i001p00447.
USGS. 2018a. “National water information system: Web interface.” Accessed June 1, 2017. https://waterdata.usgs.gov/nwis/sw.
USGS. 2018b. “Streamstats V4.2.1.” Accessed June 15, 2017. https://streamstats.usgs.gov/ss/.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 24Issue 6June 2019

History

Received: Jul 31, 2018
Accepted: Dec 13, 2018
Published online: Mar 22, 2019
Published in print: Jun 1, 2019
Discussion open until: Aug 22, 2019

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Authors

Affiliations

Associate Professor and Chair, Dept. of Civil Engineering, College of New Jersey, 2000 Pennington Rd., Ewing, NJ 08628 (corresponding author). ORCID: https://orcid.org/0000-0002-5457-7708. Email: [email protected]
Ryan Gurriell, S.M.ASCE [email protected]
Undergraduate Student, College of New Jersey, 2000 Pennington Rd., Ewing, NJ 08628. Email: [email protected]

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