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May 1, 2008

Overview of New Orleans Levee Failures: Lessons Learned and Their Impact on National Levee Design and Assessment

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 134, Issue 5

Abstract

This paper provides an overview of the Southeast Louisiana Flood and Hurricane Protection System that was in place at the time of Hurricane Katrina. Both geography and components of the system are described. A brief description of the development of the storm, the major damage caused, and lessons learned are discussed.

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Acknowledgments

Permission to publish this paper was granted by Director, Geotechnical and Structures Laboratory.

References

Elliott, D. O. (1932). Improvement of the lower Mississippi River for flood control and navigation, U.S. Waterways Experiment Station, Vicksburg, Miss., 5–6.
Interagency Performance Evaluation Taskforce (IPET). (2006). “Performance evaluation of the New Orleans and southeast Louisiana hurricane protection system.” Draft Final Rep., U.S. Army Corps of Engineers.
Knabb, R. D., Rhome, J. R., and Brown, D. P. (2005). “Tropical storm report Hurricane Katrina 23–30 August 2005.” Rep. Prepared for National Hurricane Center.
Leavell, D. A., Peters, J. F., Edris, E. V., and Holmes, T. L. (1989). “Development of finite-element-based design procedure for sheet-pile walls.” Technical Rep. No. GL-89-14, U.S. Army Corps of Engineers.
Maygarden, B. D., Yakubik, J.-K., Weiss, C., Peyronnin, C., and Jones, K. R. (1999). National Register evaluation of New Orleans drainage system, Orleans Parish, Louisiana, Chap. 4, U.S. Army Corps of Engineers, New Orleans.
Shewbridge, S., Costa, R., Hess, J., and Sills, G. (2006). “The evolving approach to levees in California.” J. Dam Saf.
U.S. Army Corps of Engineers (USACE). (1988). “E-99 sheet-pile wall field test report.” Technical Rep. No. 1, Lower Mississippi Valley Division.
Woodley, D., and Shabman, L. (2007). “Decision-making chronology for the Lake Pontchartrain & vicinity hurricane protection project.” Draft Final Rep. Submitted to the Institute for Water Resources of the US Army Corps of Engineers.

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Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 134Issue 5May 2008
Pages: 556 - 565

History

Received: Apr 14, 2007
Accepted: Jan 29, 2008
Published online: May 1, 2008
Published in print: May 2008

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Authors

Affiliations

G. L. Sills, M.ASCE
P.E.
Geotechnical Engineer, Geotechnical and Earthquake Engineering Branch (GEEB), Geosciences and Structures Division (GSD), Geotechnical and Structures Laboratory (GSL), U.S. Army Corps of Engineers (USACE) Engineer Research and Development Center (ERDC), 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199. E-mail: [email protected]
N. D. Vroman
P.E.
Geotechnical Engineer, Geotechnical and Earthquake Engineering Branch (GEEB), Geosciences and Structures Division (GSD), Geotechnical and Structures Laboratory (GSL), U.S. Army Corps of Engineers (USACE) Engineer Research and Development Center (ERDC), 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199 (corresponding author). E-mail: [email protected]
R. E. Wahl, M.ASCE
P.E.
Geotechnical Engineer, Airfields and Pavements Branch, Engineering Systems and Materials Division, GSL, USACE ERDC, 3909 Halls Ferry Rd., Vicksburg, MS 39180-6199. E-mail: [email protected]
N. T. Schwanz
P.E.
Geotechnical Regional Specialist, USACE, St. Paul District, Sibley Square at Mears Park, 190 Fifth St. East, Suite 401, St. Paul, MN 55101-1638. E-mail: [email protected]

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