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    Wave Propagation Over a Sediment Trench

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author:
    Philip L.‐F. Liu
    ,
    Brian R. Turcotte
    ,
    Fred H. Kulhawy
    DOI: 10.1061/(ASCE)0733-950X(1986)112:1(64)
    Publisher: American Society of Civil Engineers
    Abstract: Wave interactions with a sediment trench are examined both theoretically and experimentally. The envelope of the wave amplitudes in front of the sediment trench is measured to evaluate the wave reflection from the trench. Detailed pore water pressure measurements are also made above and within the sediment trench. It is found that the wave reflection is practically zero when the trench is filled with sand. It is also shown that potential theory describes adequately the velocity and pressure field when the trench is not filled with sand. However, when the trench is filled with sand, the Biot consolidation theory gives a better description of the pore water pressure field under wave loading than other theoretical models.
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      Wave Propagation Over a Sediment Trench

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/40514
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorPhilip L.‐F. Liu
    contributor authorBrian R. Turcotte
    contributor authorFred H. Kulhawy
    date accessioned2017-05-08T21:09:00Z
    date available2017-05-08T21:09:00Z
    date copyrightJanuary 1986
    date issued1986
    identifier other%28asce%290733-950x%281986%29112%3A1%2864%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40514
    description abstractWave interactions with a sediment trench are examined both theoretically and experimentally. The envelope of the wave amplitudes in front of the sediment trench is measured to evaluate the wave reflection from the trench. Detailed pore water pressure measurements are also made above and within the sediment trench. It is found that the wave reflection is practically zero when the trench is filled with sand. It is also shown that potential theory describes adequately the velocity and pressure field when the trench is not filled with sand. However, when the trench is filled with sand, the Biot consolidation theory gives a better description of the pore water pressure field under wave loading than other theoretical models.
    publisherAmerican Society of Civil Engineers
    titleWave Propagation Over a Sediment Trench
    typeJournal Paper
    journal volume112
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1986)112:1(64)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 001
    contenttypeFulltext
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