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    Clear-Water Local Scour around Pile Groups in Shallow-Water Flow

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author:
    Ata Amini
    ,
    Bruce W. Melville
    ,
    Thamer M. Ali
    ,
    Abdul H. Ghazali
    DOI: 10.1061/(ASCE)HY.1943-7900.0000488
    Publisher: American Society of Civil Engineers
    Abstract: The results of an experimental study on clear-water scour at pile groups under steady flows at threshold velocity are presented. A wide range of pile group arrangements, spacing, and submergence ratios are studied. Uniform bed material in a 46-m long, 1.52-m wide, and 1.9-m deep flume was used to obtain comprehensive data. Empirical relations to demonstrate the effects of the studied variables are presented. On the basis of the findings of this study, a new method to predict the effect of pile group arrangements, pile spacing, and submergence ratio on local scour depth is proposed. The experimental data obtained in this study and data available from the literature are used to evaluate predictions of existing methods and the accuracy of the proposed method. The proposed method gives reasonable scour depth predictions.
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      Clear-Water Local Scour around Pile Groups in Shallow-Water Flow

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    https://yetl.yabesh.ir/yetl1/handle/yetl/64338
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    contributor authorAta Amini
    contributor authorBruce W. Melville
    contributor authorThamer M. Ali
    contributor authorAbdul H. Ghazali
    date accessioned2017-05-08T21:51:16Z
    date available2017-05-08T21:51:16Z
    date copyrightFebruary 2012
    date issued2012
    identifier other%28asce%29hy%2E1943-7900%2E0000514.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64338
    description abstractThe results of an experimental study on clear-water scour at pile groups under steady flows at threshold velocity are presented. A wide range of pile group arrangements, spacing, and submergence ratios are studied. Uniform bed material in a 46-m long, 1.52-m wide, and 1.9-m deep flume was used to obtain comprehensive data. Empirical relations to demonstrate the effects of the studied variables are presented. On the basis of the findings of this study, a new method to predict the effect of pile group arrangements, pile spacing, and submergence ratio on local scour depth is proposed. The experimental data obtained in this study and data available from the literature are used to evaluate predictions of existing methods and the accuracy of the proposed method. The proposed method gives reasonable scour depth predictions.
    publisherAmerican Society of Civil Engineers
    titleClear-Water Local Scour around Pile Groups in Shallow-Water Flow
    typeJournal Paper
    journal volume138
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000488
    treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 002
    contenttypeFulltext
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