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    Characterization of Agitation Intensity in Flocculation Processes

    Source: Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author:
    Larry A. Glasgow
    ,
    Y. H. Kim
    DOI: 10.1061/(ASCE)0733-9372(1986)112:6(1158)
    Publisher: American Society of Civil Engineers
    Abstract: It is common practice in the design and evaluation of flocculation processes to use the velocity gradient determined from the mean power input (reported as G) as the principal indicator of agitation intensity. This practice is objectionable because agitated vessels are notoriously nonhomogeneous, floc breakup occurs primarily in the impeller stream, and interparticle contact and subsequently aggregation require relative particle velocity, which in turn is caused by eddies of a particular scale or wave number. Data are presented in this work that show that the dissipation rate per unit mass in the impeller stream can exceed the mean value by two orders of magnitude or more. It is important that modeling efforts take these factors into account.
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      Characterization of Agitation Intensity in Flocculation Processes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/34020
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    contributor authorLarry A. Glasgow
    contributor authorY. H. Kim
    date accessioned2017-05-08T20:58:38Z
    date available2017-05-08T20:58:38Z
    date copyrightDecember 1986
    date issued1986
    identifier other%28asce%290733-9372%281986%29112%3A6%281158%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34020
    description abstractIt is common practice in the design and evaluation of flocculation processes to use the velocity gradient determined from the mean power input (reported as G) as the principal indicator of agitation intensity. This practice is objectionable because agitated vessels are notoriously nonhomogeneous, floc breakup occurs primarily in the impeller stream, and interparticle contact and subsequently aggregation require relative particle velocity, which in turn is caused by eddies of a particular scale or wave number. Data are presented in this work that show that the dissipation rate per unit mass in the impeller stream can exceed the mean value by two orders of magnitude or more. It is important that modeling efforts take these factors into account.
    publisherAmerican Society of Civil Engineers
    titleCharacterization of Agitation Intensity in Flocculation Processes
    typeJournal Paper
    journal volume112
    journal issue6
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1986)112:6(1158)
    treeJournal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 006
    contenttypeFulltext
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