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    Effects of Relative Column Width and Pile-Cap Elevation on Local Scour Depth around Complex Piers

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    M. Moreno
    ,
    R. Maia
    ,
    L. Couto
    DOI: 10.1061/(ASCE)HY.1943-7900.0001080
    Publisher: American Society of Civil Engineers
    Abstract: An experimental campaign of 25 long-duration (13–47 days) laboratory tests was carried out with three complex pier models under steady clear-water flow conditions. Each model, characterized by a different relation between the column and the pile-cap widths,
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      Effects of Relative Column Width and Pile-Cap Elevation on Local Scour Depth around Complex Piers

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    https://yetl.yabesh.ir/yetl1/handle/yetl/81111
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    contributor authorM. Moreno
    contributor authorR. Maia
    contributor authorL. Couto
    date accessioned2017-05-08T22:28:09Z
    date available2017-05-08T22:28:09Z
    date copyrightFebruary 2016
    date issued2016
    identifier other45886160.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81111
    description abstractAn experimental campaign of 25 long-duration (13–47 days) laboratory tests was carried out with three complex pier models under steady clear-water flow conditions. Each model, characterized by a different relation between the column and the pile-cap widths,
    publisherAmerican Society of Civil Engineers
    titleEffects of Relative Column Width and Pile-Cap Elevation on Local Scour Depth around Complex Piers
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001080
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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