The 4-stage anoxic membrane bioreactor for simultaneous nitrogen and phosphorus removal, and its strengths and weaknesses
DC Field | Value | Language |
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dc.contributor.author | Lee, Hansaem | - |
dc.contributor.author | Yun, Geum Hee | - |
dc.contributor.author | Kim, Sungpyo | - |
dc.contributor.author | Yun, Zuwhan | - |
dc.date.accessioned | 2021-09-04T15:00:05Z | - |
dc.date.available | 2021-09-04T15:00:05Z | - |
dc.date.created | 2021-06-16 | - |
dc.date.issued | 2015-06-26 | - |
dc.identifier.issn | 1944-3994 | - |
dc.identifier.uri | https://scholar.korea.ac.kr/handle/2021.sw.korea/93233 | - |
dc.description.abstract | In 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.language | English | - |
dc.language.iso | en | - |
dc.publisher | DESALINATION PUBL | - |
dc.subject | WASTE-WATER | - |
dc.subject | BIOLOGICAL PHOSPHORUS | - |
dc.subject | SLUDGE | - |
dc.subject | BACTERIA | - |
dc.subject | MBR | - |
dc.title | The 4-stage anoxic membrane bioreactor for simultaneous nitrogen and phosphorus removal, and its strengths and weaknesses | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Kim, Sungpyo | - |
dc.contributor.affiliatedAuthor | Yun, Zuwhan | - |
dc.identifier.doi | 10.1080/19443994.2014.923214 | - |
dc.identifier.scopusid | 2-s2.0-84930536496 | - |
dc.identifier.wosid | 000355610900018 | - |
dc.identifier.bibliographicCitation | DESALINATION AND WATER TREATMENT, v.54, no.13, pp.3616 - 3624 | - |
dc.relation.isPartOf | DESALINATION AND WATER TREATMENT | - |
dc.citation.title | DESALINATION AND WATER TREATMENT | - |
dc.citation.volume | 54 | - |
dc.citation.number | 13 | - |
dc.citation.startPage | 3616 | - |
dc.citation.endPage | 3624 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalResearchArea | Water Resources | - |
dc.relation.journalWebOfScienceCategory | Engineering, Chemical | - |
dc.relation.journalWebOfScienceCategory | Water Resources | - |
dc.subject.keywordPlus | WASTE-WATER | - |
dc.subject.keywordPlus | BIOLOGICAL PHOSPHORUS | - |
dc.subject.keywordPlus | SLUDGE | - |
dc.subject.keywordPlus | BACTERIA | - |
dc.subject.keywordPlus | MBR | - |
dc.subject.keywordAuthor | Anoxic membrane bioreactor | - |
dc.subject.keywordAuthor | Enhanced biological phosphorus removal | - |
dc.subject.keywordAuthor | Simultaneous nitrogen and phosphorus removal | - |
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