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    Parallel Walls as an Abutment Scour Countermeasure

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author:
    Hua Li
    ,
    Brian D. Barkdoll
    ,
    Roger Kuhnle
    ,
    Carlos Alonso
    DOI: 10.1061/(ASCE)0733-9429(2006)132:5(510)
    Publisher: American Society of Civil Engineers
    Abstract: Scour at bridge abutments can cause damage or failure of bridges and result in excessive repairs, loss of accessibility, or even death. To mitigate abutment scour, both clear-water and live-bed laboratory experiments in a compound channel were performed using parallel walls. Two types of parallel walls were tested: the first was made of a solid thin wood plate and the second was made of piled rocks. For solid parallel walls, a series of vertically oriented, rectangular, straight plates of different lengths attached to the upstream end of a wing wall abutment parallel to the flow direction were employed. Three velocities of 0.9, 1.5, and 2.3 times the incipient motion value for bed sediment movement were used. The bed material was sand with a mean diameter of
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      Parallel Walls as an Abutment Scour Countermeasure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26111
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    contributor authorHua Li
    contributor authorBrian D. Barkdoll
    contributor authorRoger Kuhnle
    contributor authorCarlos Alonso
    date accessioned2017-05-08T20:45:29Z
    date available2017-05-08T20:45:29Z
    date copyrightMay 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A5%28510%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26111
    description abstractScour at bridge abutments can cause damage or failure of bridges and result in excessive repairs, loss of accessibility, or even death. To mitigate abutment scour, both clear-water and live-bed laboratory experiments in a compound channel were performed using parallel walls. Two types of parallel walls were tested: the first was made of a solid thin wood plate and the second was made of piled rocks. For solid parallel walls, a series of vertically oriented, rectangular, straight plates of different lengths attached to the upstream end of a wing wall abutment parallel to the flow direction were employed. Three velocities of 0.9, 1.5, and 2.3 times the incipient motion value for bed sediment movement were used. The bed material was sand with a mean diameter of
    publisherAmerican Society of Civil Engineers
    titleParallel Walls as an Abutment Scour Countermeasure
    typeJournal Paper
    journal volume132
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:5(510)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005
    contenttypeFulltext
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