Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/9845
DC FieldValueLanguage
dc.contributor.authorAntoniou, Maria G.-
dc.contributor.authorHey, Gerly-
dc.contributor.authorRodríguez Vega, Sergio-
dc.contributor.authorSpiliotopoulou, Aikaterini-
dc.contributor.authorFick, Jerker-
dc.contributor.authorTysklind, Mats-
dc.contributor.authorLa Cour Jansen, Jes-
dc.contributor.authorAndersen, Henrik Rasmus-
dc.date.accessioned2017-02-23T10:50:51Z-
dc.date.available2017-02-23T10:50:51Z-
dc.date.issued2013-07-01-
dc.identifier.citationScience of the Total Environment, 2013, vol. 456-457, pp. 42- 49en_US
dc.identifier.issn00489697-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/9845-
dc.description.abstractThe aim of the this study was to investigate the ozone dosage required to remove active pharmaceutical ingredients (APIs) from biologically treated wastewater of varying quality, originated from different raw wastewater and wastewater treatment processes.Secondary effluents from six Swedish wastewater treatment plants (WWTP) were spiked with 42 APIs (nominal concentration 1μg/L) and treated with different O3 doses (0.5-12.0mg/L ozone) in bench-scale experiments.In order to compare the sensitivity of APIs in each matrix, the specific dose of ozone required to achieve reduction by one decade of each investigated API (DDO3) was determined for each effluent by fitting a first order equation to the remaining concentration of API at each applied ozone dose. Ozone dose requirements were found to vary significantly between effluents depending on their matrix characteristics.The specific ozone dose was then normalized to the dissolved organic carbon (DOC) of each effluent. The DDO3/DOC ratios were comparable for each API between the effluents.15 of the 42 investigated APIs could be classified as easily degradable (DDO3/DOC≤0.7), while 19 were moderately degradable (0.7<DDO3/DOC≤1.4), and 8 were recalcitrant towards O3-treatment (DDO3/DOC >1.4). Furthermore, we predict that a reasonable estimate of the ozone dose required to remove any of the investigated APIs may be attained by multiplying the experimental average DDO3/DOC obtained with the actual DOC of any effluent.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relation.ispartofScience of the Total Environmenten_US
dc.rights© Elsevieren_US
dc.subjectMatrix effecten_US
dc.subjectOzonationen_US
dc.subjectOzone doseen_US
dc.subjectPharmaceuticalsen_US
dc.subjectWastewateren_US
dc.titleRequired ozone doses for removing pharmaceuticals from wastewater effluentsen_US
dc.typeArticleen_US
dc.collaborationTechnical University of Denmarken_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationLund Universityen_US
dc.collaborationUniversidad Complutense de Madriden_US
dc.collaborationUmeå Universityen_US
dc.subject.categoryEarth and Related Environmental Sciencesen_US
dc.journalsSubscriptionen_US
dc.countryDenmarken_US
dc.countryCyprusen_US
dc.countrySwedenen_US
dc.countrySpainen_US
dc.subject.fieldNatural Sciencesen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1016/j.scitotenv.2013.03.072en_US
dc.relation.volume456-457en_US
cut.common.academicyear2013-2014en_US
dc.identifier.spage42en_US
dc.identifier.epage49en_US
item.grantfulltextnone-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.openairetypearticle-
item.fulltextNo Fulltext-
crisitem.journal.journalissn0048-9697-
crisitem.journal.publisherElsevier-
crisitem.author.deptDepartment of Chemical Engineering-
crisitem.author.facultyFaculty of Geotechnical Sciences and Environmental Management-
crisitem.author.orcid0000-0003-0738-6068-
crisitem.author.parentorgFaculty of Geotechnical Sciences and Environmental Management-
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