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    Bridge Abutment Scour in Compound Channels

    Source: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author:
    Bruce W. Melville
    DOI: 10.1061/(ASCE)0733-9429(1995)121:12(863)
    Publisher: American Society of Civil Engineers
    Abstract: Experiments are reported that quantify the effect of channel geometry on local scour at abutments for bridges crossing compound river channels. The data apply to the case of the abutment extending into the main channel. The channel geometry effects are represented by a multiplying factor. This factor,
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      Bridge Abutment Scour in Compound Channels

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24078
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    • Journal of Hydraulic Engineering

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    contributor authorBruce W. Melville
    date accessioned2017-05-08T20:42:15Z
    date available2017-05-08T20:42:15Z
    date copyrightDecember 1995
    date issued1995
    identifier other%28asce%290733-9429%281995%29121%3A12%28863%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24078
    description abstractExperiments are reported that quantify the effect of channel geometry on local scour at abutments for bridges crossing compound river channels. The data apply to the case of the abutment extending into the main channel. The channel geometry effects are represented by a multiplying factor. This factor,
    publisherAmerican Society of Civil Engineers
    titleBridge Abutment Scour in Compound Channels
    typeJournal Paper
    journal volume121
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1995)121:12(863)
    treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012
    contenttypeFulltext
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