New Orleans and Hurricane Katrina. IV: Orleans East Bank (Metro) protected basin

被引:15
|
作者
Seed, R. B. [1 ]
Bea, R. G.
Athanasopoulos-Zekkos, A. [1 ]
Boutwell, G. P. [2 ]
Bray, J. D.
Cheung, C. [3 ]
Cobos-Roa, D. [4 ]
Cohen-Waeber, J. [5 ]
Collins, B. D. [6 ]
Harder, L. F., Jr. [7 ]
Kayen, R. E. [6 ]
Pestana, J. M.
Riemer, M. F.
Rogers, J. D. [8 ]
Storesund, R. [9 ]
Vera-Grunauer, X. [10 ]
Wartman, J. [11 ]
机构
[1] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
[2] Ardaman & Associates, Baton Rouge, LA 70810 USA
[3] PB Amer Inc, San Francisco, CA 94107 USA
[4] URS Corp, Oakland, CA 94612 USA
[5] Goesyntec Consultants, Oakland, CA 94612 USA
[6] US Geol Survey, Menlo Pk, CA 94025 USA
[7] HDR Inc, Folsom, CA USA
[8] Missouri Univ Sci & Technol, Rolla, MO 65409 USA
[9] Rune Storesund, Albany, CA 94706 USA
[10] CVA Consulting Grp, Guayaquil, Ecuador
[11] Drexel Univ, Philadelphia, PA 19104 USA
关键词
Floods; Hurricanes; Louisiana; River basins;
D O I
10.1061/(ASCE)1090-0241(2008)134:5(762)
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This paper addresses damage caused by Hurricane Katrina to the main Orleans East Bank protected basin. This basin represented the heart of New Orleans, and contained the main downtown area, the historic French Quarter, the Garden District, and the sprawling Lakefront and Canal Districts. Nearly half of the loss of life during this hurricane, and a similar fraction of the overall damages, occurred in this heavily populated basin. There are a number of important geotechnical lessons, as well as geo-forensic lessons, associated with the flooding of this basin. These include the difficulties associated with the creation and operation of regional-scale flood protection systems requiring federal and local cooperation and funding over prolonged periods of time. There are also a number of engineering and policy lessons regarding (1) the accuracy and reliability of current analytical methods; (2) the shortcomings and potential dangers involved in decisions that reduced short-term capital outlays in exchange for increased risk of potential system failures; (3) the difficulties associated with integrating local issues with a flood risk reduction project; and (4) the need to design and maintain levees as systems; with each of the many individual project elements being required to mesh seamlessly. These lessons are of interest and importance for similar flood protection systems throughout numerous other regions of the United States and the world.
引用
收藏
页码:762 / 779
页数:18
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