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dc.contributor.authorKatha S. Hirpara
dc.contributor.authorUpendra D. Patel
dc.date.accessioned2022-12-27T20:33:42Z
dc.date.available2022-12-27T20:33:42Z
dc.date.issued2022/10/01
dc.identifier.other(ASCE)EE.1943-7870.0002045.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287573
dc.description.abstractIn the present study, ibuprofen (nonsteroidal anti-inflammatory drug) removal was investigated by means of electrochemically activated peroxymonosulfate (EC/PMS) using iron as the sacrificial anode in the reverse-osmosis concentrate (ROC). Complete ibuprofen (IBU) removal was achieved in 30 min at near neutral pH with [PMS]0=500  mg/L and current density (CD)=2.5  mA/cm2 using the EC/PMS process. EC/PMS performed extremely well in comparison with PMS alone, electrocoagulation (EC) alone, or FeSO4/PMS where FeSO4 was added at the beginning. However, when FeSO4 was added stepwise, PMS activation was more efficient, and the IBU removal rate was close to that of EC/PMS. A response-surface methodology was carried out to understand the effects of pH, [PMS]0, and CD on %IBU removal over 30 min and removal rate constants. It was observed that acidic initial pH, lesser [PMS]0, and highest CD were favorable for higher removal rate constants. Nevertheless, a higher removal rate constant did not necessarily lead to complete removal. [PMS]0 to CD ratios significantly affected both %IBU removal and the removal rate constant in the batch EC/PMS process. The EC/PMS process functioned quite well in continuous flow mode. The increase in flow rate from 2 to 4  L/h provided higher %IBU removal from 96.5% to 99.5%, and the residual Fe2+ was reduced from 10 to 3  mg/L, respectively. Conclusively, EC/PMS was found to be a promising green treatment method for complex organic compound removal.
dc.publisherASCE
dc.titleIbuprofen Removal by Electrochemically Activated Peroxymonosulfate Using Iron Electrolysis: Reaction Kinetics, Optimization Using Response Surface Methodology, and Performance in Continuous Flow Mode
dc.typeJournal Article
dc.journal.volume148
dc.journal.issue10
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0002045
dc.journal.fristpage04022058
dc.journal.lastpage04022058_12
dc.page12
dc.treeJournal of Environmental Engineering:;2022:;Volume ( 148 ):;issue: 010
dc.contenttypeFulltext


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