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    Comparison of Oxygen Transfer Parameters Determined from the Steady State Oxygen Uptake Rate and the Non-Steady-State Changing Power Level Methods

    Source: Journal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author:
    Venkatram Mahendraker
    ,
    Donald S. Mavinic
    ,
    Kenneth J. Hall
    DOI: 10.1061/(ASCE)0733-9372(2005)131:5(692)
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a laboratory scale Univ. of Cape Town enhanced biological phosphorus removal process was operated under controlled conditions at a solids retention time of 15 days. Results are presented for the process performance and oxygen transfer parameters determined by applying the steady state oxygen uptake rate (OUR) and the changing power level (CPL) techniques, as per ASCE standard guidelines. The testing periods were temporally separated to eliminate interference of the tests. During the application of the CPL method, the sludge volume index gradually increased and higher values of the oxygen transfer rate and alpha were measured, in comparison to the data from the steady state OUR method, under similar process performance. Furthermore, the mass transfer rate decreased as the CPL method of testing continued. In contrast, the oxygen transfer parameters remained uniform during the time when the OUR method was applied. The data indicated that the CPL method resulted in higher and variable oxygen transfer parameters, even though the process performance remained unchanged. Therefore, a more rigorous evaluation of the CPL method is recommended to clarify the validity of the test.
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      Comparison of Oxygen Transfer Parameters Determined from the Steady State Oxygen Uptake Rate and the Non-Steady-State Changing Power Level Methods

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/63286
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    • Journal of Environmental Engineering

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    contributor authorVenkatram Mahendraker
    contributor authorDonald S. Mavinic
    contributor authorKenneth J. Hall
    date accessioned2017-05-08T21:49:04Z
    date available2017-05-08T21:49:04Z
    date copyrightMay 2005
    date issued2005
    identifier other%28asce%290733-9372%282005%29131%3A5%28692%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63286
    description abstractIn this study, a laboratory scale Univ. of Cape Town enhanced biological phosphorus removal process was operated under controlled conditions at a solids retention time of 15 days. Results are presented for the process performance and oxygen transfer parameters determined by applying the steady state oxygen uptake rate (OUR) and the changing power level (CPL) techniques, as per ASCE standard guidelines. The testing periods were temporally separated to eliminate interference of the tests. During the application of the CPL method, the sludge volume index gradually increased and higher values of the oxygen transfer rate and alpha were measured, in comparison to the data from the steady state OUR method, under similar process performance. Furthermore, the mass transfer rate decreased as the CPL method of testing continued. In contrast, the oxygen transfer parameters remained uniform during the time when the OUR method was applied. The data indicated that the CPL method resulted in higher and variable oxygen transfer parameters, even though the process performance remained unchanged. Therefore, a more rigorous evaluation of the CPL method is recommended to clarify the validity of the test.
    publisherAmerican Society of Civil Engineers
    titleComparison of Oxygen Transfer Parameters Determined from the Steady State Oxygen Uptake Rate and the Non-Steady-State Changing Power Level Methods
    typeJournal Paper
    journal volume131
    journal issue5
    journal titleJournal of Environmental Engineering
    identifier doi10.1061/(ASCE)0733-9372(2005)131:5(692)
    treeJournal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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