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    New Orleans and Hurricane Katrina. IV: Orleans East Bank (Metro) Protected Basin

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author:
    R. B. Seed
    ,
    R. G. Bea
    ,
    A. Athanasopoulos-Zekkos
    ,
    G. P. Boutwell
    ,
    J. D. Bray
    ,
    C. Cheung
    ,
    D. Cobos-Roa
    ,
    J. Cohen-Waeber
    ,
    B. D. Collins
    ,
    L. F. Harder Jr.
    ,
    R. E. Kayen
    ,
    J. M. Pestana
    ,
    M. F. Riemer
    ,
    J. D. Rogers
    ,
    R. Storesund
    ,
    X. Vera-Grunauer
    ,
    J. Wartman
    DOI: 10.1061/(ASCE)1090-0241(2008)134:5(762)
    Publisher: American Society of Civil Engineers
    Abstract: 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.
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      New Orleans and Hurricane Katrina. IV: Orleans East Bank (Metro) Protected Basin

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/53349
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorR. B. Seed
    contributor authorR. G. Bea
    contributor authorA. Athanasopoulos-Zekkos
    contributor authorG. P. Boutwell
    contributor authorJ. D. Bray
    contributor authorC. Cheung
    contributor authorD. Cobos-Roa
    contributor authorJ. Cohen-Waeber
    contributor authorB. D. Collins
    contributor authorL. F. Harder Jr.
    contributor authorR. E. Kayen
    contributor authorJ. M. Pestana
    contributor authorM. F. Riemer
    contributor authorJ. D. Rogers
    contributor authorR. Storesund
    contributor authorX. Vera-Grunauer
    contributor authorJ. Wartman
    date accessioned2017-05-08T21:29:14Z
    date available2017-05-08T21:29:14Z
    date copyrightMay 2008
    date issued2008
    identifier other%28asce%291090-0241%282008%29134%3A5%28762%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53349
    description abstractThis 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.
    publisherAmerican Society of Civil Engineers
    titleNew Orleans and Hurricane Katrina. IV: Orleans East Bank (Metro) Protected Basin
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:5(762)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    contenttypeFulltext
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