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    Factors Affecting Inactivation Behavior in the Monochloramination Range

    Source: Journal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author:
    Chii Shang
    ,
    Yinan Qi
    ,
    Irene M. C. Lo
    DOI: 10.1061/(ASCE)0733-9372(2005)131:1(119)
    Publisher: American Society of Civil Engineers
    Abstract: The effects of monochloramine application techniques, chlorine-to-ammonia-N (Cl:N) ratios, water matrices, and bacterial origins on fecal coliform bacteria inactivation behavior in the monochloramination range were studied in ammoniacal bacteria suspensions and wastewater samples containing either naturally occurring or reseeded laboratory-cultured fecal coliform bacteria. The time-dependent chlorine residual concentrations and the bacteria counts were measured. The inactivation behavior was strongly affected by the monochloramine application techniques and the initial chlorine and ammonia concentrations and ratios. When dosing free chlorine to the ammoniacal solution, a “two-stage” pattern that coupled initial inactivation by transitory free chlorine and extended inactivation by forming monochloramine was observed at a Cl:N ratio of 3:1, while, at a high initial ammonia concentration
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      Factors Affecting Inactivation Behavior in the Monochloramination Range

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61797
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    contributor authorChii Shang
    contributor authorYinan Qi
    contributor authorIrene M. C. Lo
    date accessioned2017-05-08T21:46:17Z
    date available2017-05-08T21:46:17Z
    date copyrightJanuary 2005
    date issued2005
    identifier other%28asce%290733-9372%282005%29131%3A1%28119%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61797
    description abstractThe effects of monochloramine application techniques, chlorine-to-ammonia-N (Cl:N) ratios, water matrices, and bacterial origins on fecal coliform bacteria inactivation behavior in the monochloramination range were studied in ammoniacal bacteria suspensions and wastewater samples containing either naturally occurring or reseeded laboratory-cultured fecal coliform bacteria. The time-dependent chlorine residual concentrations and the bacteria counts were measured. The inactivation behavior was strongly affected by the monochloramine application techniques and the initial chlorine and ammonia concentrations and ratios. When dosing free chlorine to the ammoniacal solution, a “two-stage” pattern that coupled initial inactivation by transitory free chlorine and extended inactivation by forming monochloramine was observed at a Cl:N ratio of 3:1, while, at a high initial ammonia concentration
    publisherAmerican Society of Civil Engineers
    titleFactors Affecting Inactivation Behavior in the Monochloramination Range
    typeJournal Paper
    journal volume131
    journal issue1
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2005)131:1(119)
    treeJournal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 001
    contenttypeFulltext
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