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    Regular Transient Loading Response in a Vapor-Phase Flow-Direction-Switching Biofilter

    Source: Journal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 012
    Author:
    William F. Wright
    ,
    Edward D. Schroeder
    ,
    Daniel P. Chang
    DOI: 10.1061/(ASCE)0733-9372(2005)131:12(1649)
    Publisher: American Society of Civil Engineers
    Abstract: The principal objective of this study was determination of the response of a laboratory-scale vapor-phase flow-direction-switching biofilter to loading changes associated with normal operations such as lunch breaks, overnight shutdowns, and single-shift operation of commercial and industrial facilities. Three regular transient loading cases were considered: (a) variable flow-reversal interval lenghts, (b) variable feed-on/off interval lengths, and (c) variable inlet concentration during a repeating feed-on/off cycle. Toluene was used as the model contaminant compound. The most significant findings of the study were: (1) Relative to unidirectional mode of operation, periodic flow reversal produced a more uniform distribution of reaction capacity along the length of the packed bed; (2) a 12 h flow reversal interval was sufficiently short to maintain the toluene-degrading microbial community in a near-fully active state throughout the unit whereas a 2 day flow reversal interval resulted in diminished removal rates in the first half of the bed and (3) Increasing off-period length resulted in greater penetration of contaminant into the bed and more uniform removal rates along the length of the bed. Information developed in this study should provide a more complete basis for establishing operating protocols and monitoring regulations for vapor-phase biofiltration systems.
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      Regular Transient Loading Response in a Vapor-Phase Flow-Direction-Switching Biofilter

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    http://yetl.yabesh.ir/yetl1/handle/yetl/62442
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    • Journal of Environmental Engineering

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    contributor authorWilliam F. Wright
    contributor authorEdward D. Schroeder
    contributor authorDaniel P. Chang
    date accessioned2017-05-08T21:47:30Z
    date available2017-05-08T21:47:30Z
    date copyrightDecember 2005
    date issued2005
    identifier other%28asce%290733-9372%282005%29131%3A12%281649%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62442
    description abstractThe principal objective of this study was determination of the response of a laboratory-scale vapor-phase flow-direction-switching biofilter to loading changes associated with normal operations such as lunch breaks, overnight shutdowns, and single-shift operation of commercial and industrial facilities. Three regular transient loading cases were considered: (a) variable flow-reversal interval lenghts, (b) variable feed-on/off interval lengths, and (c) variable inlet concentration during a repeating feed-on/off cycle. Toluene was used as the model contaminant compound. The most significant findings of the study were: (1) Relative to unidirectional mode of operation, periodic flow reversal produced a more uniform distribution of reaction capacity along the length of the packed bed; (2) a 12 h flow reversal interval was sufficiently short to maintain the toluene-degrading microbial community in a near-fully active state throughout the unit whereas a 2 day flow reversal interval resulted in diminished removal rates in the first half of the bed and (3) Increasing off-period length resulted in greater penetration of contaminant into the bed and more uniform removal rates along the length of the bed. Information developed in this study should provide a more complete basis for establishing operating protocols and monitoring regulations for vapor-phase biofiltration systems.
    publisherAmerican Society of Civil Engineers
    titleRegular Transient Loading Response in a Vapor-Phase Flow-Direction-Switching Biofilter
    typeJournal Paper
    journal volume131
    journal issue12
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2005)131:12(1649)
    treeJournal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 012
    contenttypeFulltext
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