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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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