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    Clarification of Clean-Bed Filtration Models

    Source: Journal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author:
    B. E. Logan
    ,
    D. G. Jewett
    ,
    R. G. Arnold
    ,
    E. J. Bouwer
    ,
    C. R. O'Melia
    DOI: 10.1061/(ASCE)0733-9372(1995)121:12(869)
    Publisher: American Society of Civil Engineers
    Abstract: Clean-bed filtration models are frequently used to make engineering calculations on aquasol removal in filters. They consist of a filtration equation, derived from a mass balance around a collector, a single-collector collision efficiency, and an empirically derived sticking coefficient. In order to be correctly applied and referenced, the two most commonly used models, the Yao model and the Rajagopalan and Tien (RT) model, require additional clarification. The filtration equation used in the Yao model has a different form than that of an aerosol counterpart due to assumptions made in choosing a reference velocity in the system. The RT model, as originally published, had variables hidden within constants and contained typographic errors. In this paper we identify the differences in the Yao and aerosol filtration model derivations, correctly present the RT model, and compare model predictions with particle removals reported in laboratory columns.
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      Clarification of Clean-Bed Filtration Models

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/43532
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    contributor authorB. E. Logan
    contributor authorD. G. Jewett
    contributor authorR. G. Arnold
    contributor authorE. J. Bouwer
    contributor authorC. R. O'Melia
    date accessioned2017-05-08T21:13:46Z
    date available2017-05-08T21:13:46Z
    date copyrightDecember 1995
    date issued1995
    identifier other%28asce%290733-9372%281995%29121%3A12%28869%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43532
    description abstractClean-bed filtration models are frequently used to make engineering calculations on aquasol removal in filters. They consist of a filtration equation, derived from a mass balance around a collector, a single-collector collision efficiency, and an empirically derived sticking coefficient. In order to be correctly applied and referenced, the two most commonly used models, the Yao model and the Rajagopalan and Tien (RT) model, require additional clarification. The filtration equation used in the Yao model has a different form than that of an aerosol counterpart due to assumptions made in choosing a reference velocity in the system. The RT model, as originally published, had variables hidden within constants and contained typographic errors. In this paper we identify the differences in the Yao and aerosol filtration model derivations, correctly present the RT model, and compare model predictions with particle removals reported in laboratory columns.
    publisherAmerican Society of Civil Engineers
    titleClarification of Clean-Bed Filtration Models
    typeJournal Paper
    journal volume121
    journal issue12
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1995)121:12(869)
    treeJournal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 012
    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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