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    Instability in Simulated Granular Chute Flows

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 010
    Author:
    Brian E. Sanders
    ,
    Norbert L. Ackermann
    DOI: 10.1061/(ASCE)0733-9399(1991)117:10(2396)
    Publisher: American Society of Civil Engineers
    Abstract: Numerical simulations show that two‐dimensional granular solids in an inclined chute can flow as a steady, uniform stream or as intermittent groups, or slugs. Slugs, or groupings of the flowing solids, were found to be enhanced with decreases in the coefficient of restitution of the granular particles and with decreases in the bulk number density or concentration of solids. A statistical parameter was developed to describe the degree of uniformity of the distribution of the granular particles along the chute. This parameter was found to have a predictable value at a well‐defined transition point when the flow changed from a uniform to a sluglike behavior. An explanation is presented describing the significance of this parameter in terms of the mechanics of the flow process.
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      Instability in Simulated Granular Chute Flows

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    contributor authorBrian E. Sanders
    contributor authorNorbert L. Ackermann
    date accessioned2017-05-08T22:36:04Z
    date available2017-05-08T22:36:04Z
    date copyrightOctober 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A10%282396%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83379
    description abstractNumerical simulations show that two‐dimensional granular solids in an inclined chute can flow as a steady, uniform stream or as intermittent groups, or slugs. Slugs, or groupings of the flowing solids, were found to be enhanced with decreases in the coefficient of restitution of the granular particles and with decreases in the bulk number density or concentration of solids. A statistical parameter was developed to describe the degree of uniformity of the distribution of the granular particles along the chute. This parameter was found to have a predictable value at a well‐defined transition point when the flow changed from a uniform to a sluglike behavior. An explanation is presented describing the significance of this parameter in terms of the mechanics of the flow process.
    publisherAmerican Society of Civil Engineers
    titleInstability in Simulated Granular Chute Flows
    typeJournal Paper
    journal volume117
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:10(2396)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 010
    contenttypeFulltext
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