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    Longshore Sediment Transport Rates on a Microtidal Estuarine Beach

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 001
    Author:
    Karl F. Nordstrom
    ,
    Nancy L. Jackson
    ,
    James R. Allen
    ,
    Douglas J. Sherman
    DOI: 10.1061/(ASCE)0733-950X(2003)129:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: Longshore sediment transport rates were estimated on a microtidal estuarine beach in Great South Bay, N.Y., during two dyed sand tracer experiments using a temporal sampling method. Mean onshore wind speeds of 5.8 and 9.9 m/s resulted in root-mean-square wave heights of 0.07 and 0.08 m and wave angles of 3.0 and 10.1, causing transport rates of 0.468 and 0.972 m
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      Longshore Sediment Transport Rates on a Microtidal Estuarine Beach

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41457
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorKarl F. Nordstrom
    contributor authorNancy L. Jackson
    contributor authorJames R. Allen
    contributor authorDouglas J. Sherman
    date accessioned2017-05-08T21:10:24Z
    date available2017-05-08T21:10:24Z
    date copyrightJanuary 2003
    date issued2003
    identifier other%28asce%290733-950x%282003%29129%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41457
    description abstractLongshore sediment transport rates were estimated on a microtidal estuarine beach in Great South Bay, N.Y., during two dyed sand tracer experiments using a temporal sampling method. Mean onshore wind speeds of 5.8 and 9.9 m/s resulted in root-mean-square wave heights of 0.07 and 0.08 m and wave angles of 3.0 and 10.1, causing transport rates of 0.468 and 0.972 m
    publisherAmerican Society of Civil Engineers
    titleLongshore Sediment Transport Rates on a Microtidal Estuarine Beach
    typeJournal Paper
    journal volume129
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2003)129:1(1)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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