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    Wave Overtopping and Overwash of Dunes

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author:
    Jens Figlus
    ,
    Nobuhisa Kobayashi
    ,
    Christine Gralher
    ,
    Vicente Iranzo
    DOI: 10.1061/(ASCE)WW.1943-5460.0000060
    Publisher: American Society of Civil Engineers
    Abstract: Wave-induced overwash of sand dunes may cause rapid profile changes and possible dune destruction, thus increasing the flood risk landward of dunes. Accurate modeling of the wave overwash processes is therefore essential in predicting dune profile evolution during overwash events. However, available field and laboratory data are very limited. We measured dune profile evolution and overwash transport rates for three tests with different initial dune geometries in front of a low-crested vertical wall exposed to the same wave conditions in a wave flume. In all three tests, the transition from minor to major overwash occurred rapidly but the resilience of the dune against destruction depended on its initial geometry. During minor overwash, offshore sediment transport caused most of the dune crest lowering. These tests are used to assess a numerical model for wave overtopping and overwash of a dune. The numerical model is shown to be in agreement with the measurements of the free surface elevations, fluid velocities, and dune profiles. However, beach erosion in front of the exposed wall is underpredicted.
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      Wave Overtopping and Overwash of Dunes

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/70336
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJens Figlus
    contributor authorNobuhisa Kobayashi
    contributor authorChristine Gralher
    contributor authorVicente Iranzo
    date accessioned2017-05-08T22:04:04Z
    date available2017-05-08T22:04:04Z
    date copyrightJanuary 2011
    date issued2011
    identifier other%28asce%29ww%2E1943-5460%2E0000106.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70336
    description abstractWave-induced overwash of sand dunes may cause rapid profile changes and possible dune destruction, thus increasing the flood risk landward of dunes. Accurate modeling of the wave overwash processes is therefore essential in predicting dune profile evolution during overwash events. However, available field and laboratory data are very limited. We measured dune profile evolution and overwash transport rates for three tests with different initial dune geometries in front of a low-crested vertical wall exposed to the same wave conditions in a wave flume. In all three tests, the transition from minor to major overwash occurred rapidly but the resilience of the dune against destruction depended on its initial geometry. During minor overwash, offshore sediment transport caused most of the dune crest lowering. These tests are used to assess a numerical model for wave overtopping and overwash of a dune. The numerical model is shown to be in agreement with the measurements of the free surface elevations, fluid velocities, and dune profiles. However, beach erosion in front of the exposed wall is underpredicted.
    publisherAmerican Society of Civil Engineers
    titleWave Overtopping and Overwash of Dunes
    typeJournal Paper
    journal volume137
    journal issue1
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000060
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian