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    Observations on Flow around Bridge Abutment

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 001
    Author:
    Ferdous Ahmed
    ,
    N. Rajaratnam
    DOI: 10.1061/(ASCE)0733-9399(2000)126:1(51)
    Publisher: American Society of Civil Engineers
    Abstract: Results are presented from an experimental investigation into the skewed three-dimensional flow around a bridge abutment. Velocity profiles on the plane of symmetry matched the standard log-law only near the bed and revealed a rather uniform flow in the upper layer. The bed shear stress was found to amplify nearly 3.63 times near the nose of the abutment. The flow was deflected least at the midwater depth, exceeded slightly by the upper flow and substantially by the lower flow. The flow was also analyzed using the theories of three-dimensional turbulent boundary layers. None of the crossflow models matched the data. The performance of near-wall similarity models was also poor. However, strong evidence of near-wall similarity was found very near to the bed. Compared to the bridge pier flow, greater skewing was found in abutment flow, especially in the downstream region, showing the limitations of treating the abutment as a half-pier.
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      Observations on Flow around Bridge Abutment

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    contributor authorFerdous Ahmed
    contributor authorN. Rajaratnam
    date accessioned2017-05-08T22:39:04Z
    date available2017-05-08T22:39:04Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A1%2851%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85083
    description abstractResults are presented from an experimental investigation into the skewed three-dimensional flow around a bridge abutment. Velocity profiles on the plane of symmetry matched the standard log-law only near the bed and revealed a rather uniform flow in the upper layer. The bed shear stress was found to amplify nearly 3.63 times near the nose of the abutment. The flow was deflected least at the midwater depth, exceeded slightly by the upper flow and substantially by the lower flow. The flow was also analyzed using the theories of three-dimensional turbulent boundary layers. None of the crossflow models matched the data. The performance of near-wall similarity models was also poor. However, strong evidence of near-wall similarity was found very near to the bed. Compared to the bridge pier flow, greater skewing was found in abutment flow, especially in the downstream region, showing the limitations of treating the abutment as a half-pier.
    publisherAmerican Society of Civil Engineers
    titleObservations on Flow around Bridge Abutment
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:1(51)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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