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    Case Study: Bed Stability around the East Caisson of the Tacoma Narrows Bridge

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author:
    Kyle Strom
    ,
    Athanasios N. Papanicolaou
    DOI: 10.1061/(ASCE)0733-9429(2005)131:2(75)
    Publisher: American Society of Civil Engineers
    Abstract: A study on the hydraulic and sediment conditions at the Tacoma Narrows Bridge, in Washington State, was carried out to examine the stability of the bed material around the bridge caissons. Specifically, this was conducted around the east caisson, where the maximum velocities around either of the two caissons are experienced. This was performed for the peak tidal exchange event of May 27th to 28th, 2002. During this max flow event, multibeam surveyed bathymetry and three-dimensional acoustic doppler current profiler velocity data were collected around the east caisson in the course of both the flood and ebb. The surface of the bed material surrounding the east caisson was videotaped during the slack conditions following the yearly maximum flow event, and used to determine the particle size distribution and spatial arrangement of those distributions around the caisson. This was done by lowering a submersible video camera and appropriate lighting to the bottom of the Narrows, a depth of approximately
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      Case Study: Bed Stability around the East Caisson of the Tacoma Narrows Bridge

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/25871
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    contributor authorKyle Strom
    contributor authorAthanasios N. Papanicolaou
    date accessioned2017-05-08T20:45:03Z
    date available2017-05-08T20:45:03Z
    date copyrightFebruary 2005
    date issued2005
    identifier other%28asce%290733-9429%282005%29131%3A2%2875%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25871
    description abstractA study on the hydraulic and sediment conditions at the Tacoma Narrows Bridge, in Washington State, was carried out to examine the stability of the bed material around the bridge caissons. Specifically, this was conducted around the east caisson, where the maximum velocities around either of the two caissons are experienced. This was performed for the peak tidal exchange event of May 27th to 28th, 2002. During this max flow event, multibeam surveyed bathymetry and three-dimensional acoustic doppler current profiler velocity data were collected around the east caisson in the course of both the flood and ebb. The surface of the bed material surrounding the east caisson was videotaped during the slack conditions following the yearly maximum flow event, and used to determine the particle size distribution and spatial arrangement of those distributions around the caisson. This was done by lowering a submersible video camera and appropriate lighting to the bottom of the Narrows, a depth of approximately
    publisherAmerican Society of Civil Engineers
    titleCase Study: Bed Stability around the East Caisson of the Tacoma Narrows Bridge
    typeJournal Paper
    journal volume131
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2005)131:2(75)
    treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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