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    Suction Effects on Bridge Pier Scour under Clear-Water Conditions

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 006
    Author:
    Min Qi
    ,
    Yee-Meng Chiew
    ,
    Jian-Hao Hong
    DOI: 10.1061/(ASCE)HY.1943-7900.0000711
    Publisher: American Society of Civil Engineers
    Abstract: The experimental study investigates how the application of point suction at different bed locations affects local scour around a cylindrical bridge pier under clear-water conditions. The results show that suction has a profound effect on pier-scour development, and the extent of the influence is related to the location of the suction source. When the suction source is located at or upstream of the pier, the equilibrium scour depth is reduced by up to 50%, with
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      Suction Effects on Bridge Pier Scour under Clear-Water Conditions

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    contributor authorMin Qi
    contributor authorYee-Meng Chiew
    contributor authorJian-Hao Hong
    date accessioned2017-05-08T21:51:42Z
    date available2017-05-08T21:51:42Z
    date copyrightJune 2013
    date issued2013
    identifier other%28asce%29hy%2E1943-7900%2E0000739.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64577
    description abstractThe experimental study investigates how the application of point suction at different bed locations affects local scour around a cylindrical bridge pier under clear-water conditions. The results show that suction has a profound effect on pier-scour development, and the extent of the influence is related to the location of the suction source. When the suction source is located at or upstream of the pier, the equilibrium scour depth is reduced by up to 50%, with
    publisherAmerican Society of Civil Engineers
    titleSuction Effects on Bridge Pier Scour under Clear-Water Conditions
    typeJournal Paper
    journal volume139
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000711
    treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 006
    contenttypeFulltext
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