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    Effect of Bed Surface Structure on Spherical Particle Stability

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author:
    C. O. Chin
    ,
    Y. M. Chiew
    DOI: 10.1061/(ASCE)0733-950X(1993)119:3(231)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the effect of bed surface structure on the rolling stability of a cohesionless spherical particle. The bed surface structure was investigated in terms of the vertical and horizontal orientation. The former is defined by the relative protrusion, whereas the latter is defined by the angle of attack of the undisturbed approach flow. Experiments showed that both these parameters have an important influence on rolling particle stability. The study also presents a theoretical analysis based on the balance of driving and resisting moments about a pivot point. Comparisons between the experimental data and theoretical results show that the pivotal analysis is inadequate to fully describe the mechanism of sediment entrainment, especially at low relative protrusions. The tendency for a particle to saltate in relatively high flows reduces the effect of the angle of attack or the pivotal position on the threshold of sediment motion.
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      Effect of Bed Surface Structure on Spherical Particle Stability

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40992
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorC. O. Chin
    contributor authorY. M. Chiew
    date accessioned2017-05-08T21:09:41Z
    date available2017-05-08T21:09:41Z
    date copyrightMay 1993
    date issued1993
    identifier other%28asce%290733-950x%281993%29119%3A3%28231%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40992
    description abstractThis paper describes the effect of bed surface structure on the rolling stability of a cohesionless spherical particle. The bed surface structure was investigated in terms of the vertical and horizontal orientation. The former is defined by the relative protrusion, whereas the latter is defined by the angle of attack of the undisturbed approach flow. Experiments showed that both these parameters have an important influence on rolling particle stability. The study also presents a theoretical analysis based on the balance of driving and resisting moments about a pivot point. Comparisons between the experimental data and theoretical results show that the pivotal analysis is inadequate to fully describe the mechanism of sediment entrainment, especially at low relative protrusions. The tendency for a particle to saltate in relatively high flows reduces the effect of the angle of attack or the pivotal position on the threshold of sediment motion.
    publisherAmerican Society of Civil Engineers
    titleEffect of Bed Surface Structure on Spherical Particle Stability
    typeJournal Paper
    journal volume119
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1993)119:3(231)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 003
    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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