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    Simulation of Scour around a Vibrating Pipe in Steady Currents

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    Author:
    Dongfang Liang
    ,
    Tiejian Li
    ,
    Yang Xiao
    DOI: 10.1061/(ASCE)HY.1943-7900.0001084
    Publisher: American Society of Civil Engineers
    Abstract: A vertical two-dimensional numerical model is employed to study the scour beneath a vibrating pipe exposed to steady currents. The ability of the model is first validated against previous scour experiments concerning both fixed and vibrating pipes. Both the development of scour depth and the final bed profile are generally well reproduced by the model. Subsequently, a broad range of the vibration parameters, including the amplitude and frequency, are tested to reveal their influences on the equilibrium scour depth. A generic relationship between the vibration frequency, amplitude, and scour depth is established by constructing suitable nondimensional groups. The maximum scour depth is shown to increase with the vibration amplitude and frequency. At small frequencies, both the frequency and amplitude have a pronounced influence on the scour depth; with the increase of the vibration frequency, the influence of the frequency gradually diminishes and the scour depth is mainly decided by the vibration amplitude. Two empirical formulas are proposed to describe the quantitative relationship between the frequency, amplitude, and scour depth.
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      Simulation of Scour around a Vibrating Pipe in Steady Currents

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    contributor authorDongfang Liang
    contributor authorTiejian Li
    contributor authorYang Xiao
    date accessioned2017-05-08T22:28:09Z
    date available2017-05-08T22:28:09Z
    date copyrightFebruary 2016
    date issued2016
    identifier other45886161.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81112
    description abstractA vertical two-dimensional numerical model is employed to study the scour beneath a vibrating pipe exposed to steady currents. The ability of the model is first validated against previous scour experiments concerning both fixed and vibrating pipes. Both the development of scour depth and the final bed profile are generally well reproduced by the model. Subsequently, a broad range of the vibration parameters, including the amplitude and frequency, are tested to reveal their influences on the equilibrium scour depth. A generic relationship between the vibration frequency, amplitude, and scour depth is established by constructing suitable nondimensional groups. The maximum scour depth is shown to increase with the vibration amplitude and frequency. At small frequencies, both the frequency and amplitude have a pronounced influence on the scour depth; with the increase of the vibration frequency, the influence of the frequency gradually diminishes and the scour depth is mainly decided by the vibration amplitude. Two empirical formulas are proposed to describe the quantitative relationship between the frequency, amplitude, and scour depth.
    publisherAmerican Society of Civil Engineers
    titleSimulation of Scour around a Vibrating Pipe in Steady Currents
    typeJournal Paper
    journal volume142
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001084
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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