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    Scour Caused by 2D Horizontal Jets

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Bruce W. Melville
    ,
    Siow-Yong Lim
    DOI: 10.1061/(ASCE)HY.1943-7900.0000807
    Publisher: American Society of Civil Engineers
    Abstract: An analysis is presented of the 309 known laboratory data for local scour depth developed by two-dimensional (2D) horizontal jets, which leads to development of a new comprehensive prediction equation. The new equation comprises a number of mutually independent multiplying factors, which account for the effects on local scour depth of the characteristics of the applied jet flow and the bed sediment, as well as the extent of a downstream protective apron. When unitized in terms of the jet thickness, the equation shows that the maximum possible dimensionless local scour depth is equal to three times the jet Froude number expressed in terms of jet velocity and jet thickness. The equation is compared to most of the existing predictive equations by applying each equation to the existing data, the comparison indicating that the new method has superior performance. Indeed, many of the existing predictive equations are shown to perform poorly when judged against the known laboratory data. The known existing equations are listed in the paper.
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      Scour Caused by 2D Horizontal Jets

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    contributor authorBruce W. Melville
    contributor authorSiow-Yong Lim
    date accessioned2017-05-08T21:51:59Z
    date available2017-05-08T21:51:59Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29hy%2E1943-7900%2E0000836.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64673
    description abstractAn analysis is presented of the 309 known laboratory data for local scour depth developed by two-dimensional (2D) horizontal jets, which leads to development of a new comprehensive prediction equation. The new equation comprises a number of mutually independent multiplying factors, which account for the effects on local scour depth of the characteristics of the applied jet flow and the bed sediment, as well as the extent of a downstream protective apron. When unitized in terms of the jet thickness, the equation shows that the maximum possible dimensionless local scour depth is equal to three times the jet Froude number expressed in terms of jet velocity and jet thickness. The equation is compared to most of the existing predictive equations by applying each equation to the existing data, the comparison indicating that the new method has superior performance. Indeed, many of the existing predictive equations are shown to perform poorly when judged against the known laboratory data. The known existing equations are listed in the paper.
    publisherAmerican Society of Civil Engineers
    titleScour Caused by 2D Horizontal Jets
    typeJournal Paper
    journal volume140
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000807
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 002
    contenttypeFulltext
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