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    Kinetic Theory for Particle Concentration Distribution in Two‐Phase Flow

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 012
    Author:
    Guangqian Wang
    ,
    Jinren Ni
    DOI: 10.1061/(ASCE)0733-9399(1990)116:12(2738)
    Publisher: American Society of Civil Engineers
    Abstract: The results of experiments in open channels and closed pipelines show two kinds of patterns for the vertical distribution of particle concentration (i.e., pattern I and pattern II). The former shows a pattern of maximum concentration at some location above the bottom and the downward decay of the concentration below the location. The latter always shows an increase of the particle concentration downward over the whole vertical, with the maximum value at the bottom. Many investigations were made on the pattern II, but few were made on pattern I. In this paper, a particle velocity distribution function is first obtained in the equilibrium state or in dilute steady state for the particle in two‐phase flows, then a theoretical model for the particle concentration distribution is derived from the kinetic theory. More attention is paid to the predictions of the concentration distribution of pattern I and comparisons of the present model are made with the data measured by means of laser doppler anemometry (LDA). Very good agreements are obtained between the measured and calculated results.
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      Kinetic Theory for Particle Concentration Distribution in Two‐Phase Flow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/81686
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    contributor authorGuangqian Wang
    contributor authorJinren Ni
    date accessioned2017-05-08T22:30:17Z
    date available2017-05-08T22:30:17Z
    date copyrightDecember 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A12%282738%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81686
    description abstractThe results of experiments in open channels and closed pipelines show two kinds of patterns for the vertical distribution of particle concentration (i.e., pattern I and pattern II). The former shows a pattern of maximum concentration at some location above the bottom and the downward decay of the concentration below the location. The latter always shows an increase of the particle concentration downward over the whole vertical, with the maximum value at the bottom. Many investigations were made on the pattern II, but few were made on pattern I. In this paper, a particle velocity distribution function is first obtained in the equilibrium state or in dilute steady state for the particle in two‐phase flows, then a theoretical model for the particle concentration distribution is derived from the kinetic theory. More attention is paid to the predictions of the concentration distribution of pattern I and comparisons of the present model are made with the data measured by means of laser doppler anemometry (LDA). Very good agreements are obtained between the measured and calculated results.
    publisherAmerican Society of Civil Engineers
    titleKinetic Theory for Particle Concentration Distribution in Two‐Phase Flow
    typeJournal Paper
    journal volume116
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:12(2738)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 012
    contenttypeFulltext
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