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    Visualization Tests on Scour Rates below Pipelines in Steady Currents

    Source: Journal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 004
    Author:
    Yehui Zhu; Liquan Xie; Tsung-Chow Su
    DOI: 10.1061/(ASCE)HY.1943-7900.0001577
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents visible experimental results of three-dimensional scour beneath pipelines. A miniature camera installed inside a transparent pipeline was used to observe the scour propagation process under a pipeline in steady currents. The data showed that the average scour hole propagation rate decreased nonlinearly with increasing pipeline embedment. The scour propagation rate increased with the Froude number at an increasing climb rate. The critical flow velocity for scour propagation was investigated. The critical velocity increased with increased pipeline embedment and the flow depth. It was lower than the critical velocity of sediment incipient motion. An empirical equation for the variation of the Froude number with the scour propagation rate was proposed for pipeline embedment ratios 0.045≤e/D≤0.1 and relative flow depths 2.73≤y0/D≤4.08.
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      Visualization Tests on Scour Rates below Pipelines in Steady Currents

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4255129
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    contributor authorYehui Zhu; Liquan Xie; Tsung-Chow Su
    date accessioned2019-03-10T12:13:13Z
    date available2019-03-10T12:13:13Z
    date issued2019
    identifier other%28ASCE%29HY.1943-7900.0001577.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255129
    description abstractThis paper presents visible experimental results of three-dimensional scour beneath pipelines. A miniature camera installed inside a transparent pipeline was used to observe the scour propagation process under a pipeline in steady currents. The data showed that the average scour hole propagation rate decreased nonlinearly with increasing pipeline embedment. The scour propagation rate increased with the Froude number at an increasing climb rate. The critical flow velocity for scour propagation was investigated. The critical velocity increased with increased pipeline embedment and the flow depth. It was lower than the critical velocity of sediment incipient motion. An empirical equation for the variation of the Froude number with the scour propagation rate was proposed for pipeline embedment ratios 0.045≤e/D≤0.1 and relative flow depths 2.73≤y0/D≤4.08.
    publisherAmerican Society of Civil Engineers
    titleVisualization Tests on Scour Rates below Pipelines in Steady Currents
    typeJournal Paper
    journal volume145
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001577
    page04019005
    treeJournal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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