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Effect of Nonsteady state H2O2 Tests on Oxygen Transfer Rate in Enhanced Biological Phosphorus Removal Process
Authors:Venkatram Mahendraker  Donald S Mavinic  Barry Rabinowitz
Affiliation:1Scientist, Sustainability Program, Pulp and Paper Research Institute of Canada, 570, Blvd. St-Jean, Pointe-Claire PQ, Canada H9R 3J9. E-mail: vmahendraker@paprican.ca
2Professor, Environmental Engineering Group, Dept. of Civil Engineering, Univ. of British Columbia, 6250 Applied Science Lane, Vancouver BC, Canada V6T 1Z4. E-mail: dsm@civil.ubc.ca
3Senior Environmental Engineer, CH2M HILL Canada Limited, Metro Tower II, Suite 2100, 4720 Kingsway, Burnaby BC, Canada V5H 4N2. E-mail: Barry.Rabinowitz@ch2m.com
Abstract:A laboratory scale enhanced biological phosphorus removal process was operated in the University of Cape Town configuration to study the variations in alpha and oxygen transfer efficiency (OTEf) under different process conditions. As part of this investigation, process oxygen transfer parameters were determined using the steady state oxygen uptake rate (OUR) and the nonsteady state hydrogen peroxide addition (HPA) methods, as per the American Society of Civil Engineers guidelines. The results indicated that the oxygen transfer parameters volumetric mass transfer coefficient (KLaf), oxygen transfer rate (OTRf), α and OTEf)] were higher when both methods were applied on the same day, compared to the subsequent period, when only the steady state OUR method was employed, under similar operating conditions. The difference in the oxygen transfer parameters appears to be due to the addition of H2O2 that generates reactive oxygen species in the nonsteady state HPA test. Based on the findings, it was concluded that the HPA test was not a suitable technique to measure oxygen transfer under process conditions. Further, a conceptual model hypothesizing the impacts of H2O2 addition on activated sludge process is presented.
Keywords:Phosphorus  Oxygen transfer  Abatement and removal  Biological treatment  Activated sludge  
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