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    Effluent Total Residual Chlorine Decay in Outfall Pipe

    Source: Journal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author:
    Hening Huang
    ,
    Robert E. Fergen
    ,
    J. Philip Cooke
    ,
    Gary S. Fox
    DOI: 10.1061/(ASCE)0733-9372(1997)123:8(813)
    Publisher: American Society of Civil Engineers
    Abstract: Field and bench tests were conducted to determine the decay property of effluent total residual chlorine (TRC) in an outfall pipe. The pipe conveys secondary treated effluent from the Broward County North Regional Wastewater Treatment Plant to the Atlantic Ocean off the east coast of South Florida. During a field test effluent samples were taken and TRC concentrations were measured every 15 min for 6 h at three stations along the inland portion of the outfall pipe. Results indicate that the effluent TRC decay can be described by first-order kinetics. The TRC overall decay constant is assumed to be the sum of static and dynamic decay constants. The overall decay constant, determined from the field tests, is one order of magnitude greater than the static decay constant determined from the bench tests. This suggests that TRC decay in the outfall pipe is dominated by chlorine consumption by the biofilm at the pipe wall. The removal of TRC during the effluent transport in the outfall pipe is estimated as 68% at the permitted flow rate of 2.9 m
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      Effluent Total Residual Chlorine Decay in Outfall Pipe

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/48398
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    • Journal of Environmental Engineering

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    contributor authorHening Huang
    contributor authorRobert E. Fergen
    contributor authorJ. Philip Cooke
    contributor authorGary S. Fox
    date accessioned2017-05-08T21:21:37Z
    date available2017-05-08T21:21:37Z
    date copyrightAugust 1997
    date issued1997
    identifier other%28asce%290733-9372%281997%29123%3A8%28813%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48398
    description abstractField and bench tests were conducted to determine the decay property of effluent total residual chlorine (TRC) in an outfall pipe. The pipe conveys secondary treated effluent from the Broward County North Regional Wastewater Treatment Plant to the Atlantic Ocean off the east coast of South Florida. During a field test effluent samples were taken and TRC concentrations were measured every 15 min for 6 h at three stations along the inland portion of the outfall pipe. Results indicate that the effluent TRC decay can be described by first-order kinetics. The TRC overall decay constant is assumed to be the sum of static and dynamic decay constants. The overall decay constant, determined from the field tests, is one order of magnitude greater than the static decay constant determined from the bench tests. This suggests that TRC decay in the outfall pipe is dominated by chlorine consumption by the biofilm at the pipe wall. The removal of TRC during the effluent transport in the outfall pipe is estimated as 68% at the permitted flow rate of 2.9 m
    publisherAmerican Society of Civil Engineers
    titleEffluent Total Residual Chlorine Decay in Outfall Pipe
    typeJournal Paper
    journal volume123
    journal issue8
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1997)123:8(813)
    treeJournal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    contenttypeFulltext
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