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    External Mass‐Transfer Rate in Fixed‐Bed Adsorption

    Source: Journal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author:
    Paul V. Roberts
    ,
    Peter Cornel
    ,
    R. Scott Summers
    DOI: 10.1061/(ASCE)0733-9372(1985)111:6(891)
    Publisher: American Society of Civil Engineers
    Abstract: External mass‐transfer coefficients are measured with organic compounds, p‐nitrophenol and 2,4‐dichlorophenol, under conditions representative of fixed‐bed activated‐carbon adsorption for water treatment. The superficial velocity was in the range 1.3–8.0 mm/s and the Reynolds number range was 0.8–5. The observed external transfer coefficients are compared with predicted values from four mass‐transfer models; the relationship of Gnielinski best predicts the velocity dependence. The observed transfer coefficients in all cases exceeded the predictions based on ideal spherical geometry. Depending on the conditions and the choice of predictive model, the particle size correction factors ranged from 1.44–2.04. The data from previously published studies show deviations that are similar in direction, but smaller in magnitude.
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      External Mass‐Transfer Rate in Fixed‐Bed Adsorption

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    contributor authorPaul V. Roberts
    contributor authorPeter Cornel
    contributor authorR. Scott Summers
    date accessioned2017-05-08T20:57:22Z
    date available2017-05-08T20:57:22Z
    date copyrightDecember 1985
    date issued1985
    identifier other%28asce%290733-9372%281985%29111%3A6%28891%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33164
    description abstractExternal mass‐transfer coefficients are measured with organic compounds, p‐nitrophenol and 2,4‐dichlorophenol, under conditions representative of fixed‐bed activated‐carbon adsorption for water treatment. The superficial velocity was in the range 1.3–8.0 mm/s and the Reynolds number range was 0.8–5. The observed external transfer coefficients are compared with predicted values from four mass‐transfer models; the relationship of Gnielinski best predicts the velocity dependence. The observed transfer coefficients in all cases exceeded the predictions based on ideal spherical geometry. Depending on the conditions and the choice of predictive model, the particle size correction factors ranged from 1.44–2.04. The data from previously published studies show deviations that are similar in direction, but smaller in magnitude.
    publisherAmerican Society of Civil Engineers
    titleExternal Mass‐Transfer Rate in Fixed‐Bed Adsorption
    typeJournal Paper
    journal volume111
    journal issue6
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1985)111:6(891)
    treeJournal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 006
    contenttypeFulltext
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