Technical Papers
Aug 27, 2011

GIS-Based Decision Support System for Dam Break Flood Management under Uncertainty with Two-Dimensional Numerical Simulations

Publication: Journal of Water Resources Planning and Management
Volume 138, Issue 4

Abstract

A geographical information system (GIS)-based decision support system has been developed for dam-break flood management based on realistic two-dimensional flood simulations. With the ability of interacting with and using classified remote sensing (RS) image layers and other GIS feature layers like zoning layer, survey database, and census block boundaries, it can be used for flood damage calculations and loss-of-life estimations. It also provides a user-friendly interface that allows construction of user-defined criteria, such as stage-damage curves, running computations, and visualization of the results. The Monte Carlo Simulation method is used to take into account uncertainties in various variables and parameters, and event tree analysis is used to estimate the population dynamics. The analysis of a dam-break flood management strategy for Sinclair Dam in Milledgeville, Georgia is chosen as a case study to demonstrate the capabilities of the decision support system. The test results validated by HEC-RAS and HEC-FDA software indicate that this new system provides a very versatile and reliable environment for estimating various flood damage and may greatly enhance decision-making processes for future design of flood proofing facilities.

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Acknowledgments

The authors wish to acknowledge the financial support of this project from Oak Ridge National Laboratory and United States Department of Homeland Security through Southeast Region Research Initiative (SERRI), Project ID: 63891.

References

Aboelata, M., Bowles, D. S., and McClelland, D. M. (2003). “A model for estimating dam failure life loss.” Proc., Australian Committee On Large Dams Risk Workshop, Australian National Committee on Large Dams, Inc., Launceston, Tasmania, Australia.
Altinakar, M. S., Matheu, E. E., and McGrath, M. Z. (2009). “New generation modeling and decision support tools for studying impacts of dam failures.” Dam Safety 2009 Proc., ASDSO 2009 Ann. Conf. (CD-Rom), Association of State Dam Safety Officials, Lexington, KY.
ArcGIS Desktop System [Computer software]. (2006). Environmental Systems Research Institute (ESRI), Redlands, CA.
Bouwer, L. M., Bubeck, P., Wagtendonk, A. J., and Aerts, J. C. J. H. (2009). “Inundation scenarios for flood damage evaluation in polder areas.” Nat. Hazards Earth Syst. Sci., 9(6), 1995–2007.
California Department of Water Resources. (2004). “Colusa Basin integrated watershed management plan: Flood damage analysis.” 〈http://www.economics.water.ca.gov/〉 (Apr. 10, 2012).
Dise, K. M. (2002). “Estimating potential for life loss caused by uncontrolled release of reservoir water.” Risk Analysis Methodology Appendix O, U.S. Bureau of Reclamation, Technical Service Center, Denver.
Ernst, J., Dewals, B. J, Giron, E., Hecq, W., and Pirotton, M. (2008). “Integrating hydraulic and economic analysis for selecting flood protection measures in the context of climate change.” 4th Int. Symp. on Flood Defence: Managing Flood Risk, Reliability and Vulnerability. Institute for Catastrophic Loss Reduction (ICLR), Toronto.
Graham, W. J. (1999). “A procedure for estimating loss of life caused by dam failure.” Rep. No. DSO-99-06, Dam Safety Office, US Bureau of Reclamation, Denver.
Jonkman, S. N., Bočkarjovab, M., Kokc, M., and Bernardinid, P. (2008). “Integrated hydrodynamic and economic modelling of flood damage in the Netherlands.” Ecol. Econ., 66(1), 77–90.ECECEM
Jorgeson, J., Ying, X., and Wardlaw, W. (2005). “Two-dimensional modeling of dam breach flooding.” Proc., First US-China Workshop on Advanced Computational Modeling in Hydroscience and Engineering, National Center for Computational Hydroscience and Engineering (NCCHE), Univ. of Mississippi, Oxford, MS.
Lillesand, T. M. (1999). Remote sensing and image interpretation, 4th Ed., Wiley, Hoboken, NJ.
Luino, F. et al. (2009). “Application of a model to the evaluation of flood damage.” GeoInformatica, 13, (3), 339–353.
Pingel, N., and Watkins, D. Jr. (2010). “Multiple flood source expected annual damage computations.” J. Water Resour. Plann. Manage., 136(3), 319–326.JWRMD5
Poser, K., Kreibich, H., and Dransch, D. (2009). “Assessing volunteered geographic information for rapid flood damage estimation.” 12th AGILE Int. Conf. on Geographic Information Science, Institute of Cartography and Geoinformatics of the Leibniz Univ. Hannover, Hannover, Germany.
Qi, H., Altinakar, M. S., and Jeon, Y. (2006). “A decision support tool for flood management under uncertainty using GIS and remote sensing technology.” Proc., 7th Int. Conf. on Hydroscience and Engineering, Drexel Univ., Philadelphia.
Qi, H., Altinakar, M. S., Ying, X., and Wang, S. S. Y. (2005). “Risk and uncertainty analysis in flood hazard management using GIS and remote sensing technology.” Proc., American Water Resources Association Annual Conf., American Water Resources Association (AWRA), Middleburg, VA.
Simonovic, S. P. (2002). “A spatial fuzzy compromise programming for management of natural disasters.” ICLR Research Paper Series, —No. 24, Institute for Catastrophic Loss Reduction (ICLR), Toronto.
United States Army Corp of Engineers(USACE). (1997). Depth-Damage Relationships for Structures, Contents and Vehicles and Content-To-Structure Value Ratios (CSVRs) in Support of the Jefferson and Orleans Flood Control Feasibility Studies, Final Rep., Baton Rouge, LA.
United States Army Corps of Engineers. (2010). HEC-FDA: Flood damage reduction analysis user’s manual. Version 1.2.5, Hydrologic Engineer Center, Davis, CA.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 138Issue 4July 2012
Pages: 334 - 341

History

Received: Sep 1, 2010
Accepted: Aug 25, 2011
Published online: Aug 27, 2011
Published in print: Jul 1, 2012

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Authors

Affiliations

Water Resources Project Engineer, NMP Engineering Consultants, Inc., Executive Plaza III, Suite 300, 11350 McCormick Rd, Cockeysville, MD 21031; formerly, Post Doctoral Research Associate, National Center for Computational Hydroscience and Engineering (NCCHE), Univ. of Mississippi, University, MS 38677 (corresponding author). E-mail: [email protected]
Mustafa S. Altinakar, M.ASCE [email protected]
Research Professor and Director, NCCHE, Univ. of Mississippi, University, MS 38677. E-mail: [email protected]

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