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    Gas Transfer Kinetics in Oxygen Activated Sludge

    Source: Journal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author:
    Ricky C. Clifft
    ,
    Michael W. Barnett
    DOI: 10.1061/(ASCE)0733-9372(1988)114:2(415)
    Publisher: American Society of Civil Engineers
    Abstract: The validity of a dynamic model based on the two‐film theory is examined for predicting gas transfer in an oxygen system using surface mixers. Model predictions are compared to field measurements taken from a four stage, closed‐tank carbonaceous reactor at the City of Houston, Texas, 69th Street Complex. A liquid film limited model is found to be effective in predicting gas and liquid phase composition although direct interfacial transfer increased the overall oxygen transfer rate.
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      Gas Transfer Kinetics in Oxygen Activated Sludge

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35787
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    contributor authorRicky C. Clifft
    contributor authorMichael W. Barnett
    date accessioned2017-05-08T21:01:29Z
    date available2017-05-08T21:01:29Z
    date copyrightApril 1988
    date issued1988
    identifier other%28asce%290733-9372%281988%29114%3A2%28415%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35787
    description abstractThe validity of a dynamic model based on the two‐film theory is examined for predicting gas transfer in an oxygen system using surface mixers. Model predictions are compared to field measurements taken from a four stage, closed‐tank carbonaceous reactor at the City of Houston, Texas, 69th Street Complex. A liquid film limited model is found to be effective in predicting gas and liquid phase composition although direct interfacial transfer increased the overall oxygen transfer rate.
    publisherAmerican Society of Civil Engineers
    titleGas Transfer Kinetics in Oxygen Activated Sludge
    typeJournal Paper
    journal volume114
    journal issue2
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1988)114:2(415)
    treeJournal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 002
    contenttypeFulltext
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