Impacts of Urbanization and Climate Variability on Floods in Northeastern Illinois
Publication: Journal of Hydrologic Engineering
Volume 14, Issue 6
Abstract
Trend analysis of annual flood peaks on 12 small urbanizing watersheds in northeastern Illinois indicated that annual peaks, and thus frequency and impact of flooding, increased over the past several decades. An increase in flood peaks could be attributed to intensive urbanization and increasing incidences of heavy rainfall. Average urbanization of the 12 watersheds increased significantly from 10.6% in 1954 to 61.8% in 1996. In addition, numerous studies have reported increasing frequency and intensity of heavy rainfall in the region. This outcome is consistent with lower design rainfall estimates produced by older studies, such as U.S. Weather Bureau Technical Paper No. 40 (TP-40), compared to more recent sources, such as National Oceanic and Atmospheric Administration Atlas-14. This study used a design storm approach and the Hydrologic Engineering Center for Hydrologic Modeling System (HEC-HMS) model to calculate design flood peaks. Hydrologic model parameters were calibrated using hourly rainfall-runoff data of two large regional floods, observed in 1954 and 1996 at 12 small urbanizing watersheds in the metropolitan Chicago area. A sensitivity analysis was performed to evaluate the effects of urbanization and climate variability on increasing flood peaks. Results indicated that, on average, urbanization caused a 34% greater increase in peak flows than climate variability. In addition, this study indicated that present discharges are, on average, at least 19% larger than regulatory discharges. Ongoing urbanization may cause flood peaks to become even higher. The proposed framework can be used to provide input for flood study prioritization by comparing published regulatory discharges and flood discharges computed for current conditions, and investigating potential impacts of future land use changes and precipitation on flood peaks.
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Acknowledgments
This research was supported by NOAA Illinois-Indiana Sea Grant (IISG). Phil Mankin served as a technical liaison with IISG. The writers would also like to acknowledge the contribution of Illinois State Water Survey staff: Sally McConkey for help in research design and data collection, Vernon Knapp for insightful discussions and reviewing the manuscript, Derek Winstanley for reviewing the manuscript, Bill Saylor for data collection, Paminder Parmar and Amy Russell for modeling advice, and Eva Kingston and Lisa Sheppard for editing. Any opinions, findings, and conclusions are those of the writers and do not necessarily reflect the views of the Illinois State Water Survey.
References
Adams, B. J., and Howard, C. D. D. (1986). “Design storm pathology.” Can. Water Resour. J., 11(3), 49–55.
Alley, W. M. (1988). “Using exogenous variables in testing for monotonic trends in hydrologic time series.” Water Resour. Res., 24(11), 1955–1961.
Anderson, M. L., Kavvas, M., and Feldman, A. (2002). “Coupling HEC-HMS with atmospheric models for prediction of watershed runoff.” J. Hydrol. Eng., 7(4), 312–318.
Angel, J. R., and Huff, F. A. (1997). “Changes in heavy rainfall in midwestern United States.” J. Water Resour. Plann. Manage., 123(4), 246–249.
Beighley, R. E., Melack, J. M., and Dunne, T. (2003). “Impacts of California’s climatic regimes and coastal land use change on streamflow characteristics.” J. Am. Water Resour. Assoc., 39(6), 1419–1433.
Bicknell, B. R., Imhoff, J. C., Kittle, J. L., Jr., Donigian, A. S., Jr., and Johanson, R. C. (1997). Hydrological simulation program—Fortran, user’s manual for version 11, EPA/600/R-97/080, U.S. Environmental Protection Agency, National Exposure Research Laboratory, Athens, Ga.
Bonnin, G. M., Martin, D., Lin, B., Parzybok, T., Yekta, M., and Riley, D. (2005). “Precipitation-frequency atlas of the United States.” NOAA Atlas 14, Vol. 2, Version 3.0., NOAA, National Weather Service, Silver Spring, Md.
Burnash, R. J. C., Ferral, R. L., and McGuire, R. A. (1973). “A generalized streamflow simulation system: Conceptual modeling for digital computers.” U.S. National Weather Service and California Department of Water Resources Rep., Joint Federal State River Forecast Center, Sacramento, Calif.
Changnon, S., and Demissie, M. (1996). “Detection of changes in streamflow and floods resulting from climate fluctuations and land use-drainage changes.” Clim. Change, 32, 411–421.
Changnon, S., and Westcott, N. (2002). “Heavy rainstorms in Chicago: Increasing frequency, altered impacts, and future implications.” J. Am. Water Resour. Assoc., 38(5), 1467–1475.
Chetty, K., and Smithers, J. (2005). “Continuous simulation modeling for design flood estimation in South Africa: Preliminary investigations in the Thukela catchment.” Physics and Chemistry of the Earth, Parts A/B/C, 30(11–16), 634–638.
Claessens, L., Hopkinson, C., Rastetter, E., and Vallino, J. (2006). “Effect of historical changes in land use and climate on the water budget of an urbanizing watershed.” Water Resour. Res., 42, W03426.
Clark, C. O. (1945). “Storage and unit hydrograph.” Trans. Am. Soc. Civ. Eng., 11, 1419–1446.
Cunderlik, J. M., and Simonovic, S. P. (2005). “Hydrological extremes in a southwestern Ontario river basin under future climate conditions.” Hydrol. Sci. J., 50(6), 631–654.
Curtis, G. W. (1987). “Technique for estimating flood-peak discharges and frequencies on rural streams in Illinois.” U.S. Geological Survey, Water-Resources Investigations Rep. No. 87-4207, USGS, Urbana, IL.
Daniels, W. S., and Hale, M. D. (1958). “Floods of October 1954 in the Chicago area, Illinois and Indiana.” U.S. Geological Survey Water-Supply Paper 1370-B., USGS, Washington, DC.
Dreher, D. W., and Price, H. T. (1997). “Reducing the impacts of urban runoff: The advantages of alternative site design approaches.” Northeastern Illinois Planning Commission, Chicago.
Federal Emergency Management Agency (FEMA). (1980). “Flood insurance study, Village of Crestwood, Cook County, Illinois.” August 1980.
Federal Emergency Management Agency (FEMA). (1986). “Flood insurance study, Village of Crestwood, Cook County, Illinois.” Revised August 5, 1986.
Federal Emergency Management Agency (FEMA). (2000a). “Flood insurance study: Lake County, Illinois and incorporated areas, Vol. 1.” Revised November 6, 2000.
Federal Emergency Management Agency (FEMA). (2000b). “Flood insurance study: Will County, Illinois and incorporated areas, Vol. 1.” Revised November 6, 2000.
Federal Emergency Management Agency (FEMA). (2002). “Flood insurance study: Cook County, Illinois and incorporated areas, Vol. 5.” Revised December 20, 2002.
Federal Emergency Management Agency (FEMA). (2003). “Guidelines and specifications for flood hazard mapping partners. Appendix C, Guidance for riverine flooding analyses and mapping.” ⟨http://www.fema.gov/library/viewRecord.do?id=2206⟩.
Federal Emergency Management Agency (FEMA). (2005). “Flood insurance study: Cook County, Illinois and incorporated areas, Vol. 1.” Revised June, 2, 2005.
Federal Emergency Management Agency (FEMA). (2007). “Map modernization. Why modernize?” ⟨http://www.fema.gov/plan/prevent/fhm/mm_why.shtm⟩ (Feb. 25, 2008).
Gumbel, E. J. (1958). Statistics of extremes, Columbia University Press., New York.
Guo, Y. (2001). “Hydrologic design of urban flood control detention ponds.” J. Hydrol. Eng., 6(6), 472–479.
Hejazi, M. I., and Moglen, G. E. (2007). “Regression-based approach to low flow prediction in the Maryland Piedmont region under joint climate and land use change.” Hydrolog. Process., 21(14), 1793–1801.
Helsel, D. R., and Hirsh, R. M. (1995). Statistical methods in water resources, Elsevier Science, New York.
Hershfield, D. M. (1961). “Rainfall frequency atlas of the United States for durations from and return periods from .” Technical Paper No. 40, Weather Bureau, U.S. Dept. of Commerce, Washington, D.C.
Holmes, R. R., Jr., and Kupka, A. L. (1997). “Floods of July 18–20, 1996, in Northern Illinois.” U.S. Geological Survey OFR 97-425, USGS, Urbana, IL.
Hosking, J. R. M., and Wallis, J. R. (1997). Regional frequency analysis. An approach based on L-moments, Cambridge University Press, Cambridge, New York.
Huff, F. A., and Angel, J. R. (1989). “Rainfall distributions and hydroclimatic characteristics of heavy rainstorms in Illinois.” Bulletin 70, Illinois State Water Survey, Champaign, Ill.
Huff, F. A., and Angel, J. R. (1992). “Rainfall frequency atlas of the Midwest.” Illinois State Water Survey Bulletin 71, Research Rep. No. 92-03, Midwestern Climate Center, Champaign, Ill.
Kendall, M. G. (1975). Rank correlation method, 4th Ed., Charles Griffin, London.
Knapp, H. V., Durgunoglu, A., and Ortel, T. W. (1991). “A review of rainfall-runoff modeling for stormwater management.” Illinois State Water Survey, Contract Rep. No. 516, Champaign, Ill.
Knapp, H. V., and Markus, M. (2003). “Evaluation of the Illinois streamflow gaging network.” Illinois State Water Survey Contract Rep. No. 2003-05, Champaign, Ill.
Markus, M., Angel, J. R., Yang, L., and Hejazi, M. I. (2007). “Changing estimates of design precipitation in northeastern Illinois: Comparison between different sources and sensitivity analysis.” J. Hydrol., 347(1–2), 211–222.
McCuen, R. H. (1998). Hydrologic analysis and design, 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J.
Moglen, G. E., and Shivers, D. E. (2006). “Methods for adjusting U.S. Geological Survey rural regression peak discharges in an urban setting.” U.S. Geological Survey Scientific Investigations Rep. No. 2006-5270, USGS, Reston, Va.
National Climatic Data Center (NCDC). (2005). “NCDC climate data online.” ⟨http://cdo.ncdc.noaa.gov⟩ (June 15, 2005).
Quader, A., and Guo, Y. (2006). “Peak discharge estimation using analytical probabilistic and design storm approaches.” J. Hydrol. Eng., 11(1), 46–54.
Rawls, W. J., Ahuja, L. R., Brakensiek, D. L., and Shirmohammadi, A. (1993). “Infiltration and soil water movement.” Handbook of hydrology, D. R. Maidment, ed., McGraw-Hill, New York.
Reynard, N. S., Prudhomme, C., and Crooks, S. M. (2001). “The flood characteristics of large U. K. rivers: Potential effects of changing climate and land use.” Clim. Change, 48, 343–359.
Sauer, V. B., Thomas, W. O., Jr., Stricker, V. A., and Wilson, K. V. (1983). “Flood characteristics of urban watersheds in the United States.” U.S. Geological Survey Waters-Supply Paper 2207, USGS, Reston, Va.
Schulze, R. E. (2000). “Modeling hydrological responses to land use and climate change: A Southern African perspective.” Ambio, 29(1), 12–22.
Singh, V. P. (1992). Elementary hydrology, Prentice-Hall, Englewood Cliffs, N.J.
Snedecor, G. W., and Cochran, W. G. (1980). Statistical methods, 7th Ed., The Iowa State University Press, Ames, Iowa.
Soong, D. T., Ishii, A. L., Sharpe, J. B., and Avery, C. F. (2004). “Estimating flood-peak discharge magnitudes and frequencies for rural streams in Illinois.” U.S. Geological Survey, Scientific Investigations Rep. No. 2004-5103, USGS, Urbana, Ill.
Straub, T. D., Melching, C. S., and Kocher, K. E. (2000). “Equations for estimating Clark unit-hydrograph parameters for small rural watersheds in Illinois.” U.S. Geological Survey Water-Resources Investigations Rep. No. 00-4184, Urbana, Ill.
Sui, J. (2005). “Estimation of design flood hydrograph for an ungauged watershed.” Water Resour. Manage., 19(6), 813–830.
U.S. Army Corps of Engineers (USACE). (1982). “Hydrologic analysis of ungaged watersheds using HEC-1.” Training Document No. 15, Davis, Calif.
U.S. Army Corps of Engineers (USACE). (1998). “HEC-HMS hydrologic modeling system user’s manual-version 1.0.” Hydrologic Engineering Center, Davis, Calif.
U.S. Department of Agriculture (USDA). (1986). Urban hydrology for small watersheds, 2nd Ed., Technical Release 55 (TR-55), Natural Resources Conservation Service, Conservation Engineering Division, Washington, D.C.
U.S. Department of Agriculture (USDA). (1994). State soil geographic (STATSGO) data base—Data use information, Revised Ed., Natural Resources Conservation Service, Fort Worth, Tex.
U.S. Water Resources Council (USWRC). (1981). “Guidelines for determining flood flow frequency.” Bulletin No. 17B, The Hydrology Committee, Washington, D.C.
Information & Authors
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Published In
Journal of Hydrologic Engineering
Volume 14 • Issue 6 • June 2009
Pages: 606 - 616
Copyright
© 2009 ASCE.
History
Received: Oct 5, 2007
Accepted: Sep 5, 2008
Published online: Feb 10, 2009
Published in print: Jun 2009
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