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A high-rate and stable nitrogen removal from reject water in a full-scale two-stage AMX(R) system

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dc.contributor.authorJung, Minki-
dc.contributor.authorOh, Taeseok-
dc.contributor.authorRhu, Daehwan-
dc.contributor.authorLiberzon, Jon-
dc.contributor.authorKang, S. Joh-
dc.contributor.authorDaigger, Glen T.-
dc.contributor.authorKim, Sungpyo-
dc.date.accessioned2021-12-04T00:00:00Z-
dc.date.available2021-12-04T00:00:00Z-
dc.date.created2021-08-30-
dc.date.issued2021-02-01-
dc.identifier.issn0273-1223-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/129238-
dc.description.abstractThis paper reports long-term performance of a two-stage AMX(R) system with a capacity of 70 m(3)/d treating actual reject water. An air-lift granulation reactor performed partial nitritation (PN-AGR) at an average nitrogen loading rate (NLR) of 3.1 kgN/m(3)-d, producing an average effluent NO2--N/NH4+-N ratio of 1.04. The average nitrogen removal rate of the system was 3.91 kgN/m(3)-d following an anaerobic ammonium oxidation (Anammox) stage moving bed biofilm reactor (A-MBBR). Although the total nitrogen concentrations in the reject water fluctuated seasonally, overall nitrogen removal efficiency (NRE) of the two-stage AMX(R) system was very stable at over 87%. The two-stage AMX(R) system, consisting of a PN-AGR followed by an A-MBBR, operated at a stable NLR of 1.86 kgN/m(3)-d (1.64 kgN/m(3)-d including the intermediate tank), which is 1.8 times higher (1.6 times including the intermediate tank) than other commercialized single-stage partial nitritation/Anammox (PN/A) processes (which operate at a NLR of about 1 kgN/m(3)-d). The PN-AGR was affected by high influent total suspended solids (TSS) loads, but was able to recover within a short period of 4 days, which confirmed that the two-stage PN/A process is resilient to TSS load fluctuations.-
dc.languageEnglish-
dc.language.isoen-
dc.publisherIWA PUBLISHING-
dc.titleA high-rate and stable nitrogen removal from reject water in a full-scale two-stage AMX(R) system-
dc.typeArticle-
dc.contributor.affiliatedAuthorKim, Sungpyo-
dc.identifier.doi10.2166/wst.2021.002-
dc.identifier.scopusid2-s2.0-85101548935-
dc.identifier.wosid000620948400013-
dc.identifier.bibliographicCitationWATER SCIENCE AND TECHNOLOGY, v.83, no.3, pp.652 - 663-
dc.relation.isPartOfWATER SCIENCE AND TECHNOLOGY-
dc.citation.titleWATER SCIENCE AND TECHNOLOGY-
dc.citation.volume83-
dc.citation.number3-
dc.citation.startPage652-
dc.citation.endPage663-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaEnvironmental Sciences & Ecology-
dc.relation.journalResearchAreaWater Resources-
dc.relation.journalWebOfScienceCategoryEngineering, Environmental-
dc.relation.journalWebOfScienceCategoryEnvironmental Sciences-
dc.relation.journalWebOfScienceCategoryWater Resources-
dc.subject.keywordAuthorair-lift granulation reactor-
dc.subject.keywordAuthoranaerobic ammonium oxidation-
dc.subject.keywordAuthorhigh nitrogen loading rate-
dc.subject.keywordAuthorreject water-
dc.subject.keywordAuthorside-stream treatment-
dc.subject.keywordAuthortwo-stage AMX(&amp-
dc.subject.keywordAuthor#174)-
dc.subject.keywordAuthorsystem-
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