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    Vulnerability Indicators for Coastal Dunes

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 006
    Author:
    Elizabeth K. Judge
    ,
    Margery F. Overton
    ,
    John S. Fisher
    DOI: 10.1061/(ASCE)0733-950X(2003)129:6(270)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development of a new parameter to characterize dune vulnerability to storm-induced erosion. Existing indicators of dune erosion vulnerability are examined, including expected cross-sectional erosion values calculated using storm characteristics. We extract a series of 110 pre- and poststorm profiles at cross-shore transects, spaced at approximately 300 m alongshore on digital terrain models of a North Carolina barrier island. Dune failure and survival are designated based on a percentage of the cross-sectional area eroded—50% or greater erosion indicates failure, less than 50% erosion, survival. Crest height does not prove to be an effective predictor of dune vulnerability. Existing cross-sectional area based parameters show some success in predicting erosion vulnerability. We improve the dune failure and survival prediction success rate using a new parameter, a surrogate moment of inertia, the erosion resistance.
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      Vulnerability Indicators for Coastal Dunes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/41501
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorElizabeth K. Judge
    contributor authorMargery F. Overton
    contributor authorJohn S. Fisher
    date accessioned2017-05-08T21:10:27Z
    date available2017-05-08T21:10:27Z
    date copyrightNovember 2003
    date issued2003
    identifier other%28asce%290733-950x%282003%29129%3A6%28270%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41501
    description abstractThis paper describes the development of a new parameter to characterize dune vulnerability to storm-induced erosion. Existing indicators of dune erosion vulnerability are examined, including expected cross-sectional erosion values calculated using storm characteristics. We extract a series of 110 pre- and poststorm profiles at cross-shore transects, spaced at approximately 300 m alongshore on digital terrain models of a North Carolina barrier island. Dune failure and survival are designated based on a percentage of the cross-sectional area eroded—50% or greater erosion indicates failure, less than 50% erosion, survival. Crest height does not prove to be an effective predictor of dune vulnerability. Existing cross-sectional area based parameters show some success in predicting erosion vulnerability. We improve the dune failure and survival prediction success rate using a new parameter, a surrogate moment of inertia, the erosion resistance.
    publisherAmerican Society of Civil Engineers
    titleVulnerability Indicators for Coastal Dunes
    typeJournal Paper
    journal volume129
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2003)129:6(270)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 006
    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
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