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    Anoxic/Oxic Activated Sludge Treatment Kinetics of Cyanides and Phenols

    Source: Journal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author:
    Wen K. Shieh
    ,
    Deanna J. Richards
    DOI: 10.1061/(ASCE)0733-9372(1988)114:3(639)
    Publisher: American Society of Civil Engineers
    Abstract: The anoxic/oxic activated sludge treatment kinetics of cyanides (i.e., cyanide and thiocyanate) and phenols (i.e., phenol, cresols, and catechol) are studied. The Michaelis‐Menten expression or its simplified forms are used to model the following microbial reactions associated with the process: (1) Anoxic/oxic TOC utilization; (2) anoxic denitrification; (3) nitrification; and (4) cyanide and thiocyanate utilization. The steady‐state experimentation is performed to obtain experimental data for the validation of kinetic models and evaluation of kinetic coefficients. The results obtained indicate that all oxic microbial reactions occurring in an anoxic/oxic activated sludge process are not affected kinetically by the presence of the anoxic environment with high oxygen stress. As a result, the results collected from both conventional and anoxic/oxic activated sludge units exhibit identical kinetic patterns. Anoxic TOC utilization, anoxic denitrification, and nitrification reactions are describable by zero‐order expressions; oxic TOC utilization by first‐order expressions; and cyanide and thiocyanate utilization rates by Michaelis‐Menten expressions. The TOC requirements for denitrification including cell synthesis is approximately
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      Anoxic/Oxic Activated Sludge Treatment Kinetics of Cyanides and Phenols

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/35976
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    • Journal of Environmental Engineering

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    contributor authorWen K. Shieh
    contributor authorDeanna J. Richards
    date accessioned2017-05-08T21:01:45Z
    date available2017-05-08T21:01:45Z
    date copyrightJune 1988
    date issued1988
    identifier other%28asce%290733-9372%281988%29114%3A3%28639%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35976
    description abstractThe anoxic/oxic activated sludge treatment kinetics of cyanides (i.e., cyanide and thiocyanate) and phenols (i.e., phenol, cresols, and catechol) are studied. The Michaelis‐Menten expression or its simplified forms are used to model the following microbial reactions associated with the process: (1) Anoxic/oxic TOC utilization; (2) anoxic denitrification; (3) nitrification; and (4) cyanide and thiocyanate utilization. The steady‐state experimentation is performed to obtain experimental data for the validation of kinetic models and evaluation of kinetic coefficients. The results obtained indicate that all oxic microbial reactions occurring in an anoxic/oxic activated sludge process are not affected kinetically by the presence of the anoxic environment with high oxygen stress. As a result, the results collected from both conventional and anoxic/oxic activated sludge units exhibit identical kinetic patterns. Anoxic TOC utilization, anoxic denitrification, and nitrification reactions are describable by zero‐order expressions; oxic TOC utilization by first‐order expressions; and cyanide and thiocyanate utilization rates by Michaelis‐Menten expressions. The TOC requirements for denitrification including cell synthesis is approximately
    publisherAmerican Society of Civil Engineers
    titleAnoxic/Oxic Activated Sludge Treatment Kinetics of Cyanides and Phenols
    typeJournal Paper
    journal volume114
    journal issue3
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(1988)114:3(639)
    treeJournal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 003
    contenttypeFulltext
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