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    Thermoerosion of Frozen Sediment Under Wave Action

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author:
    Nobuhisa Kobayashi
    ,
    Demet Aktan
    DOI: 10.1061/(ASCE)0733-950X(1986)112:1(140)
    Publisher: American Society of Civil Engineers
    Abstract: Ice‐bonded sediment is present in tundra cliffs and gravel structures in the southern Beaufort Sea. Thermoerosion of the frozen sediment under wave action can be important in determining the rate of coastal retreat and the severity of erosion of a gravel structure. The thermal processes involved in the thermoerosion of the frozen sediment are examined assuming the transport capacity of the wave action exceeds its melting capacity. The location of the melting surface of the frozen sediment is determined by solving the heat conduction equation in the frozen sediment exposed to the wave action, which causes the convective heat transfer between the sea water and the frozen sediment. Analytical solutions are presented for simplified one‐dimensional problems. A two‐dimensional finite element method based on a fixed domain approximation is proposed to facilitate the numerical computation. The example computation made for a frozen gravel causeway indicates that the melting of the frozen gravel will occur rapidly under the assumed storm conditions if the melted sediment is removed by the wave action.
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      Thermoerosion of Frozen Sediment Under Wave Action

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/40503
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorNobuhisa Kobayashi
    contributor authorDemet Aktan
    date accessioned2017-05-08T21:08:58Z
    date available2017-05-08T21:08:58Z
    date copyrightJanuary 1986
    date issued1986
    identifier other%28asce%290733-950x%281986%29112%3A1%28140%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40503
    description abstractIce‐bonded sediment is present in tundra cliffs and gravel structures in the southern Beaufort Sea. Thermoerosion of the frozen sediment under wave action can be important in determining the rate of coastal retreat and the severity of erosion of a gravel structure. The thermal processes involved in the thermoerosion of the frozen sediment are examined assuming the transport capacity of the wave action exceeds its melting capacity. The location of the melting surface of the frozen sediment is determined by solving the heat conduction equation in the frozen sediment exposed to the wave action, which causes the convective heat transfer between the sea water and the frozen sediment. Analytical solutions are presented for simplified one‐dimensional problems. A two‐dimensional finite element method based on a fixed domain approximation is proposed to facilitate the numerical computation. The example computation made for a frozen gravel causeway indicates that the melting of the frozen gravel will occur rapidly under the assumed storm conditions if the melted sediment is removed by the wave action.
    publisherAmerican Society of Civil Engineers
    titleThermoerosion of Frozen Sediment Under Wave Action
    typeJournal Paper
    journal volume112
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1986)112:1(140)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 001
    contenttypeFulltext
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