Technical Papers
Oct 12, 2016

Prevalence and Magnitude of Trends in Peak Annual Flow and 5-, 10-, and 20-Year Flows in the Northeastern United States

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 3

Abstract

This study assessed trends in flows of return periods of 5, 10, and 20 years and in the peak annual flow (PAF). The U.S. Geological Survey (USGS) stream-gauging stations in the northeastern United States (n=93) were analyzed, including 34 gauges in the USGS’s Hydroclimatic Data Network 2009 (HCDN), which are mostly unaffected by land-use change. For each gauge, flood flows were determined for a series of sequential blocks, each 10 years long. Approximately 26% of HCDN gauges and approximately 17% of non-HCDN gauges showed a statistically significant (alpha=0.05) increasing trend for at least one return period on the basis of the Mann-Kendall test; no gauge showed a decreasing trend. The percentage of gauges with increasing trends was approximately the same, regardless of return period. Regarding magnitude of these statistically significant trends assessed via Sen slope, the average rate of increase for gauges was 1.8% per year, again regardless of return period, which is larger than the average rate for PAF (0.9%). Rates were approximately equal for HCDN and non-HCDN gauges. The difference in trend magnitude between PAF and flood flows indicates that a study of trends in PAF may not produce results that correspond to flows of higher return periods.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors would like to acknowledge the contribution of Dr. Josh Galster, Mr. Eric Slaff, Mr. James Curra, Mr. Joshua Perez-Terrero, Ms. Danielle Rogers, Ms. Maame Boakye, Mr. Taymar Walters, Dr. Seth Xeflide, and Dr. Faith Justus who conducted some preliminary flood-frequency analyses. This material is on the basis of work supported by the National Science Foundation under Grant No. 1203210. The work also was supported by a grant from the Mahony Foundation through Manhattan College.

References

Ahearn, E. A. (2003). “Peak-flow frequency estimates for U.S. Geological Survey streamflow-gaging stations in CT.”, U.S. Geological Survey, East Hartford, CT.
Armstrong, W. H., Collins, M. J., and Snyder, N. P. (2012). “Increased frequency of low-magnitude floods in New England.” J. Am. Water Resour. Assoc., 48(2), 306–320.
Armstrong, W. H., Collins, M. J., and Snyder, N. P. (2014). “Hydroclimatic flood trends in the northeastern United States and linkages with large-scale atmospheric circulation patterns.” Hydrol. Sci. J., 59(9), 1636–1655.
Bayazit, M. (2015). “Nonstationarity of hydrological records and recent trends in trend analysis: A state-of-the-art review.” Environ. Process., 2(3), 527–542.
Collins, M. J. (2009). “Evidence for changing flood risk in New England since the late 20th century.” J. Am. Water Resour. Assoc., 45(2) 279–290.
Dickon, R. A. (2012). “Flood-weary homeowners seek relief.” Belleville Nutley Patch, Belleville, NJ.
Dwyer, J. (2012). “Reckoning with realities never envisioned by city’s founders.” New York Times, New York.
FEMA (Federal Emergency Management Agency). (2006). “Floodplain management requirements—A study guide and desk reference guide for local officials.” National Flood Insurance Program, Washington, DC.
Flynn, K. M., Kirby, W. H., and Hummel, P. R. (2006). “User’s manual for program PeakFQ, annual flood frequency analysis using bulletin 17B guidelines.” U.S. Geological Survey, Reston, VA.
Helsel, D. R., and Hirsch, R. M. (1992). Statistical methods in water resources, Elsevier, Amsterdam, Netherlands.
Hodgkins, G. (1999). “Estimating the magnitude of peak flows for streams in Maine for selected recurrence intervals.”, U.S. Geological Service Water-Resources Investigations, Reston, VA.
Hodgkins, G. A. (2010). “Historical changes in annual peak flows in Maine and implications for flood-frequency analyses.”, U.S. Geological Service Water-Resources Investigations, Reston, VA.
Hodgkins, G. A., and Dudley, R. W. (2005). “Changes in the magnitude of annual and monthly streamflows in New England, 1902-2002.”, U.S. Geological Service Water-Resources Investigations, Reston, VA.
Homer, C. H., Fry, J. A., and Barnes, C. A., (2012). “The National land cover database, U.S. geological survey fact sheet 2012–3020.” U.S. Geological Survey, Reston, VA.
IACWD (Interagency Advisory Committee on Water Data). (1982). “Guidelines for determining flood-flow frequency.” Office of Water Data Coordination, U.S. Geological Survey, Reston, VA.
Kral, G. (2008). “Joining forces to stem flooding.” New York Times, New York.
Lins, H. F. (2012). “USGS hydro-climatic data network 2009 (HCDN–2009).” U.S. Geological Survey, Reston, VA.
Lins, H. F., and Slack, J. R. (2005). “Seasonal and regional characteristics of U.S. streamflow trends in the United States from 1940 to 1999.” Phys. Geogr., 26(6), 489–501.
Lumia, R., and Baevsky, Y. H. (2000). “Development of a contour map showing generalized skew coefficients of annual peak discharges of rural, unregulated streams in New York, excluding Long Island.”, U.S. Geological Survey Water-Resources Investigations, Reston, VA.
Lumia, R., Freehafer, D. A., and Smith, M. J. (2006). “Magnitude and frequency of floods in New York.”, U.S. Geological Survey Scientific Investigations, Reston, VA.
Mansell, M. G. (2003). Rural and urban hydrology, Thomas Telford Limited, London.
Milly, P. C. D., et al. (2008). “Stationarity is dead.” Science, 319(5863), 573–574.
NOAA (National Oceanic and Atmospheric Administration). (2015). “NWS weather fatality, injury and damage statistics.” ⟨http://www.nws.noaa.gov/om/hazstats.shtml⟩.
Obeysekera, J., and Salas, J. (2016). “Frequency of recurrent extremes under nonstationarity.” J. Hydrol. Eng., 04016005.
Olson, S. A. (2002). “Flow-frequency characteristics of Vermont streams.”, U.S. Geological Survey Water-Resources Investigations, Reston, VA.
Olson, S. A. (2009). “Estimation of flood discharges at selected recurrence intervals for streams in New Hampshire.”, U.S. Geological Survey USGS Scientific Investigations, Reston, VA.
Rockland Water Coalition. (2013). “Overdevelopment & flooding.” Pearl River, NY.
Salas, J., and Obeysekera, J. (2014). “Revisiting the concepts of return period and risk for nonstationary hydrologic extreme events.” J. Hydrol. Eng., 554–568.
Slater, L. J., Singer, M. B., and Kirchner, J. W. (2015). “Hydrologic versus geomorphic drivers of trends in flood hazard.” Geophys. Res. Lett., 42(2), 370–376.
Twort, A. C., Ratnayaka, D. D., and Brandt, M. J. (2000). Water supply, Butterworth-Heinemann, Oxford, U.K.
UCAR (University Corporation for Atmospheric Research). (2006). “Basic hydrologic science course; flood frequency analysis.” Univ. Corporation for Atmospheric Research, Boulder, CO.
USACEHEC (U.S. Army Corps of Engineers and Hydrologic Engineering Center). (2010). “Hydrologic engineering center statistical software package user manual.” Davis, CA.
USGS. (2016). “National water information system: Web interface.” ⟨http://waterdata.usgs.gov/⟩.
Villarini, G., and Smith, J. A. (2010). “Flood peak distributions for the eastern United States.” Water Resour. Res., 46(6), in press.
Vogel, R. M., Yaindl, C., and Walter, M. (2011). “Nonstationarity: Flood magnification and recurrence reduction factors in the United States.” J. Am. Water Resour. Assoc., 47(3), 464–474.
Walter, M., and Vogel, R. M. (2010). “Increasing trends in peak flows in the northeastern United States and their impacts on design.” Proc., 2nd Joint Federal Interagency Conf., Advisory Committee on Water Information, Reston, VA.
Weggel, J. R. (2011). “Are floods on the Delaware River getting worse?” J. Hydrol. Eng., 263–265.
Wohl, E. F. (2000). “Geomorphic effects of floods.” Inland flood hazards, E. F. Wohl, ed., Cambridge University Press, Cambridge, U.K., 167–193.
Xiong, L., Jiang, C., Du, T., Guo, S., and Xu, C. (2015). “Review on nonstationary hydrological frequency analysis under changing environments.” J. Water Resour. Res., 4(4), 310–319.
Yu, X., Cohn, T., and Stedinger, J. (2015). “Flood frequency analysis in the context of climate change.” Proc., World Environmental and Water Resources Congress 2015, ASCE, Reston, VA, 2376–2385.
Zarriello, P. J., Ahearn, E. A., and Levin, S. B. (2012). “Magnitude of flood flows for selected annual-exceedance probabilities in Rhode Island, through 2010.”, U.S. Geological Survey Scientific Investigations, Reston, VA.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 3March 2017

History

Received: Apr 3, 2016
Accepted: Aug 3, 2016
Published online: Oct 12, 2016
Published in print: Mar 1, 2017
Discussion open until: Mar 12, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor, Dept. of Civil and Environmental Engineering, Manhattan College, 4513 Manhattan College Parkway, Riverdale, NY 10471 (corresponding author). ORCID: https://orcid.org/0000-0001-8120-3798. E-mail: [email protected]
Wesley Salis
Undergraduate, Dept. of Civil and Environmental Engineering, Manhattan College, 4513 Manhattan College Parkway, Riverdale, NY 10471.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share