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    New Orleans and Hurricane Katrina. III: The 17th Street Drainage Canal

    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
    ,
    L. F. Harder Jr.
    ,
    R. E. S. Moss
    ,
    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(740)
    Publisher: American Society of Civil Engineers
    Abstract: The failure of the levee and floodwall section on the east bank of the 17th Street drainage canal was one of the most catastrophic breaches that occurred during Hurricane Katrina. It produced a breach that rapidly scoured a flow pathway below sea level, so that after the storm surge had largely subsided, floodwaters still continued to stream in through this breach for the next two and a half days. This particular failure contributed massively to the overall flooding of the Metropolitan Orleans East Bank protected basin. Slightly more than half of the loss of life, and a similar fraction of the overall damages, occurred in this heavily populated basin. There are a number of important geotechnical and geoforensic lessons associated with this failure. Accordingly, this paper is dedicated solely to investigating this single failure. Geological and geotechnical details, such as a thin layer of sensitive clay that was laid down by a previous hurricane, proper strength characterization of soils at and beyond the toe of the levee, and recognition of a water-filled gap on the inboard side of the sheet pile cutoff wall are judged to be among the most critical factors in understanding this failure. The lessons learned from this study are of importance for similar flood protection systems throughout other regions of the United States and the world.
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      New Orleans and Hurricane Katrina. III: The 17th Street Drainage Canal

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    http://yetl.yabesh.ir/yetl1/handle/yetl/53348
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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 authorL. F. Harder Jr.
    contributor authorR. E. S. Moss
    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%28740%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/53348
    description abstractThe failure of the levee and floodwall section on the east bank of the 17th Street drainage canal was one of the most catastrophic breaches that occurred during Hurricane Katrina. It produced a breach that rapidly scoured a flow pathway below sea level, so that after the storm surge had largely subsided, floodwaters still continued to stream in through this breach for the next two and a half days. This particular failure contributed massively to the overall flooding of the Metropolitan Orleans East Bank protected basin. Slightly more than half of the loss of life, and a similar fraction of the overall damages, occurred in this heavily populated basin. There are a number of important geotechnical and geoforensic lessons associated with this failure. Accordingly, this paper is dedicated solely to investigating this single failure. Geological and geotechnical details, such as a thin layer of sensitive clay that was laid down by a previous hurricane, proper strength characterization of soils at and beyond the toe of the levee, and recognition of a water-filled gap on the inboard side of the sheet pile cutoff wall are judged to be among the most critical factors in understanding this failure. The lessons learned from this study are of importance for similar flood protection systems throughout other regions of the United States and the world.
    publisherAmerican Society of Civil Engineers
    titleNew Orleans and Hurricane Katrina. III: The 17th Street Drainage Canal
    typeJournal Paper
    journal volume134
    journal issue5
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2008)134:5(740)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    contenttypeFulltext
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