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The 4-stage anoxic membrane bioreactor for simultaneous nitrogen and phosphorus removal, and its strengths and weaknesses

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dc.contributor.authorLee, Hansaem-
dc.contributor.authorYun, Geum Hee-
dc.contributor.authorKim, Sungpyo-
dc.contributor.authorYun, Zuwhan-
dc.date.accessioned2021-09-04T15:00:05Z-
dc.date.available2021-09-04T15:00:05Z-
dc.date.created2021-06-16-
dc.date.issued2015-06-26-
dc.identifier.issn1944-3994-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/93233-
dc.description.abstractIn the laboratory-scale research, anoxic membrane bioreactor (MBR), in which a membrane is submerged in the second anoxic reactor, and aerobic MBR, where a membrane is installed in the aerobic reactor, were operated simultaneously to observe advantages and disadvantages of the 4-stage anoxic MBR process. The advantages observed were as follows: (1) nitrogen concentration in effluent (5.2mgN/L) superior to that in aerobic MBR (7.1mgN/L) and (2) efficient utilization of carbon source to remove nutrients (2.46g SCODutilized/g [N-denitrified+P-released]). In contrast, the disadvantages of this process were as follows: (1) relatively higher phosphorus concentration in effluent (0.9mg/L) than in aerobic MBR (0.5mg P/L), (2) 20% lower membrane permeability, and (3) 25% lower sludge settleability.-
dc.languageEnglish-
dc.language.isoen-
dc.publisherDESALINATION PUBL-
dc.subjectWASTE-WATER-
dc.subjectBIOLOGICAL PHOSPHORUS-
dc.subjectSLUDGE-
dc.subjectBACTERIA-
dc.subjectMBR-
dc.titleThe 4-stage anoxic membrane bioreactor for simultaneous nitrogen and phosphorus removal, and its strengths and weaknesses-
dc.typeArticle-
dc.contributor.affiliatedAuthorKim, Sungpyo-
dc.contributor.affiliatedAuthorYun, Zuwhan-
dc.identifier.doi10.1080/19443994.2014.923214-
dc.identifier.scopusid2-s2.0-84930536496-
dc.identifier.wosid000355610900018-
dc.identifier.bibliographicCitationDESALINATION AND WATER TREATMENT, v.54, no.13, pp.3616 - 3624-
dc.relation.isPartOfDESALINATION AND WATER TREATMENT-
dc.citation.titleDESALINATION AND WATER TREATMENT-
dc.citation.volume54-
dc.citation.number13-
dc.citation.startPage3616-
dc.citation.endPage3624-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaWater Resources-
dc.relation.journalWebOfScienceCategoryEngineering, Chemical-
dc.relation.journalWebOfScienceCategoryWater Resources-
dc.subject.keywordPlusWASTE-WATER-
dc.subject.keywordPlusBIOLOGICAL PHOSPHORUS-
dc.subject.keywordPlusSLUDGE-
dc.subject.keywordPlusBACTERIA-
dc.subject.keywordPlusMBR-
dc.subject.keywordAuthorAnoxic membrane bioreactor-
dc.subject.keywordAuthorEnhanced biological phosphorus removal-
dc.subject.keywordAuthorSimultaneous nitrogen and phosphorus removal-
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