Simultaneous nitrogen and dissolved methane removal from an upflow anaerobic sludge blanket reactor effluent using an integrated fixed-film activated sludge system

dc.contributor.affiliationUniversidade de Santiago de Compostela. Departamento de Enxeñaría Químicagl
dc.contributor.affiliationUniversidade de Santiago de Compostela. Instituto Interdisciplinar de Tecnoloxías Ambientais (CRETUS)gl
dc.contributor.areaÁrea de Enxeñaría e Arquitectura
dc.contributor.authorAllegue Martínez, Tomás Francisco
dc.contributor.authorCarballo Costa, María Nieves
dc.contributor.authorFernández González, Nuria
dc.contributor.authorGarrido Fernández, Juan Manuel
dc.date.accessioned2021-03-26T08:46:59Z
dc.date.available2022-03-19T02:00:11Z
dc.date.issued2020
dc.description.abstractOne of the main drawbacks of upflow anaerobic sludge blanket (UASB) reactors that treat low-strength sewage at room temperature is related to the low quality of their effluents in terms of dissolved methane, organic matter, and nitrogen content. The present study aims to evaluate the feasibility of using an integrated fixed-film activated sludge (IFAS) system as an alternative post-treatment technology to mitigate the environmental impact of such effluents. For this purpose, a pilot plant composed of a UASB (120 L) followed by an IFAS (66 L) system was operated for 407 days. Special attention was paid to the suspended biomass retention capacity and the dissolved methane and nitrogen removal potential of the IFAS post-treatment system. Furthermore, the role of carriers on denitrification and nitrification processes and the microbial communities present in the biofilm were also analyzed. Average total chemical oxygen demand (CODT) and ammonium removal efficiencies of 92 ± 3% and around 57 ± 16% were attained throughout the entire operation, respectively. During a first period in which biomass was maintained in both biofilms and suspension, and nitrite was the main electron acceptor, maximum nitrogen removal and methane removal efficiencies of 32.5 mg TN L-1 and 93% were observed in the IFAS system, respectively. However, throughout the second period, in which suspended biomass was completely washed out from the IFAS system, and nitrate became the main electron acceptor, these values decreased to 18 ± 4 mg TN Lfeed-1 and 77 ± 12%, respectively. Surprisingly, throughout the entire operation, it was observed that around 50 and 41% of the total nitrogen and methane removals observed in the IFAS system, respectively, were carried out in the aerobic compartment. Aerobic methane oxidizers and anammox were detected with significant relative abundances in the biofilm carriers used in the anoxic and aerobic compartments using 16S rRNA gene amplicon sequencing analysis. Therefore, the use of an IFAS system could be suited to diminish greenhouse gas emissions and nutrients concentration for those sewage treatment plants that used UASB systems, especially in countries with temperate and warm climatesgl
dc.description.peerreviewedSIgl
dc.description.sponsorshipThis research was supported by the Ministry of Economy and Competitiveness of Spain through the COMETT project (CTQ2016-80847-R) and by the Ministry of Education and Science of Spain through the Red Novedar project (CTQ2014-51693-REDC). T. Allegue would also like to express his gratitude to the Ministry of Economy and Competitiveness of Spain for awarding a research scholarship (BES-2014-069114). The authors belong to the Galician Network of Environmental Technologies (ED341D R2016/033) and to the CRETUS Strategic Partnership (ED431E 2018/01), financed by the Galician Governmentgl
dc.identifier.citationJournal of Environmental Management, 263 (2020), 110395. doi: 10.1016/j.jenvman.2020.110395gl
dc.identifier.doi10.1016/j.jenvman.2020.110395
dc.identifier.issn0301-4797
dc.identifier.urihttp://hdl.handle.net/10347/25009
dc.language.isoenggl
dc.publisherElseviergl
dc.relation.projectIDinfo:eu-repo/grantAgreement/MINECO/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/CTQ2016-80847-R/ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/MINECO/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/CTQ2014-51693-REDC/ES/EVALUACION DE TECNOLOGIAS INNOVADORAS PARA EL TRATAMIENTO DE AGUAS RESIDUALES
dc.relation.projectIDinfo:eu-repo/grantAgreement/MINECO/Plan Estatal de Investigación Científica y Técnica y de Innovación 2013-2016/BES-2014-069114/ES
dc.relation.publisherversionhttps://doi.org/10.1016/j.jenvman.2020.110395gl
dc.rights© 2020 Elsevier Ltd. This manuscript version is made available under the CC-BY-NC-ND 4.0 license (http://creativecommons.org/licenses/by-nc-nd/4.0)gl
dc.rightsAttribution-NonCommercial-NoDerivatives 4.0 Internacional
dc.rights.accessRightsopen accessgl
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/
dc.subjectUpflow anaerobic sludge blanketgl
dc.subjectMethane oxidationgl
dc.subjectDenitrificationgl
dc.subjectIntegrated fixed-film activated sludgegl
dc.subjectBiofilm carriersgl
dc.subjectGreenhouse gasgl
dc.titleSimultaneous nitrogen and dissolved methane removal from an upflow anaerobic sludge blanket reactor effluent using an integrated fixed-film activated sludge systemgl
dc.typejournal articlegl
dc.type.hasVersionAOgl
dspace.entity.typePublication
relation.isAuthorOfPublication6ab31133-bbef-42c8-b62d-91a0da81e18c
relation.isAuthorOfPublication.latestForDiscovery6ab31133-bbef-42c8-b62d-91a0da81e18c

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