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    Clear‐Water Scour at Cylindrical Piers

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author:
    Arved J. Raudkivi
    ,
    Robert Ettema
    DOI: 10.1061/(ASCE)0733-9429(1983)109:3(338)
    Publisher: American Society of Civil Engineers
    Abstract: The results of laboratory experiments on the clear‐water local scour of cohesionless bed sediment at cylindrical piers are presented. Based on the data, equilibrium depth of local scour is related to the particle size distribution of the bed sediment, mean particle size of the bed sediment, relative to the pier diameter, flow depth relative to both the pier diameter and the mean particle size of the bed sediment. A formula for estimating the maximum depth of local scour is also given.
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      Clear‐Water Scour at Cylindrical Piers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/22060
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    contributor authorArved J. Raudkivi
    contributor authorRobert Ettema
    date accessioned2017-05-08T20:38:28Z
    date available2017-05-08T20:38:28Z
    date copyrightJanuary 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A3%28338%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22060
    description abstractThe results of laboratory experiments on the clear‐water local scour of cohesionless bed sediment at cylindrical piers are presented. Based on the data, equilibrium depth of local scour is related to the particle size distribution of the bed sediment, mean particle size of the bed sediment, relative to the pier diameter, flow depth relative to both the pier diameter and the mean particle size of the bed sediment. A formula for estimating the maximum depth of local scour is also given.
    publisherAmerican Society of Civil Engineers
    titleClear‐Water Scour at Cylindrical Piers
    typeJournal Paper
    journal volume109
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:3(338)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 003
    contenttypeFulltext
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