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dc.contributor.authorKim, I.-
dc.contributor.authorLee, H. H.-
dc.contributor.authorChung, Y. C.-
dc.contributor.authorJung, J. Y.-
dc.date.accessioned2024-01-20T21:00:52Z-
dc.date.available2024-01-20T21:00:52Z-
dc.date.created2021-09-03-
dc.date.issued2009-09-
dc.identifier.issn0273-1223-
dc.identifier.urihttps://pubs.kist.re.kr/handle/201004/132216-
dc.description.abstractBiofilm and granule reactors were employed to remove nitrogen via an anammox reaction applying synthetic nitrogen wastewater, whose concentration was in the range of 20 to 1,400 mg N/L as total nitrogen. A biofilm reactor was packed with non-woven fabric and a granule reactor was filled with anaerobic granular sludge taken from the brewery wastewater treatment plant. Both reactors were seeded with Planctomycetes KSU-1 and operated for 450 days. The biofilm reactor showed high NH4+-N and NO2--N removal efficiencies of over 88% and 94%, respectively, until total nitrogen concentration was reached at 800 mg N/L. However, the biofilm reactor showed severe inhibition at over 1,000 mg N/L of total nitrogen due to nitrogen overloading. The granule reactor revealed better nitrogen removal performance than the biofilm reactor, showing high NH4+-N and NO2--N removal efficiencies of over 90%, even at a total nitrogen concentration of 1,400 mg N/L. However, aggregation of anammox bacteria grown in the sludge bed after long-term operation resulted in the deterioration of nitrogen. The removal ratio of NH4+-N and NO2--N was close to 1:1, suggesting other reactions related to ammonium oxidation could occur simultaneously. Free ammonia inhibition as well as NO2--N could be significant when high-strength nitrogenous wastewater was applied.-
dc.languageEnglish-
dc.publisherIWA PUBLISHING-
dc.subjectANAEROBIC AMMONIUM OXIDATION-
dc.subjectSEQUENCING BATCH REACTOR-
dc.subjectMICROBIAL COMMUNITY-
dc.subjectBACTERIA-
dc.subjectDIVERSITY-
dc.subjectREMOVAL-
dc.titleHigh-strength nitrogenous wastewater treatment in biofilm and granule anammox processes-
dc.typeArticle-
dc.identifier.doi10.2166/wst.2009.133-
dc.description.journalClass1-
dc.identifier.bibliographicCitationWATER SCIENCE AND TECHNOLOGY, v.60, no.9, pp.2365 - 2371-
dc.citation.titleWATER SCIENCE AND TECHNOLOGY-
dc.citation.volume60-
dc.citation.number9-
dc.citation.startPage2365-
dc.citation.endPage2371-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.identifier.wosid000271936500018-
dc.identifier.scopusid2-s2.0-74049158636-
dc.relation.journalWebOfScienceCategoryEngineering, Environmental-
dc.relation.journalWebOfScienceCategoryEnvironmental Sciences-
dc.relation.journalWebOfScienceCategoryWater Resources-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaEnvironmental Sciences & Ecology-
dc.relation.journalResearchAreaWater Resources-
dc.type.docTypeArticle-
dc.subject.keywordPlusANAEROBIC AMMONIUM OXIDATION-
dc.subject.keywordPlusSEQUENCING BATCH REACTOR-
dc.subject.keywordPlusMICROBIAL COMMUNITY-
dc.subject.keywordPlusBACTERIA-
dc.subject.keywordPlusDIVERSITY-
dc.subject.keywordPlusREMOVAL-
dc.subject.keywordAuthoranammox-
dc.subject.keywordAuthorbiofilm-
dc.subject.keywordAuthorfree ammonia-
dc.subject.keywordAuthorgranule-
dc.subject.keywordAuthornitrogen removal-
dc.subject.keywordAuthorratio-
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