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dc.contributor.authorPryce, D
dc.contributor.authorKapelan, Z
dc.contributor.authorMemon, FA
dc.date.accessioned2022-12-16T14:17:39Z
dc.date.issued2022-12-13
dc.date.updated2022-12-16T13:48:16Z
dc.description.abstractLimiting the introduction of excess nitrogen to natural water sources is a growing priority for water security and environmental health. This poses particular difficulties in urban environments where available land for potential solutions is limited. A promising option is the integrated fixed-film activated sludge (IFAS) process that requires only a small footprint and is capable of high total nitrogen (TN) removal through multiple pathways. In light of the sustainable development goals set out by the United Nations, the present work has sought to compare the sustainability of two TN removal pathways by comparing the technical, economic and environmental performance of their optimum configurations. Through modelling, a single-stage configuration demonstrated the capacity to achieve an effluent TN concentration of 8.7 mg/L by the simultaneous nitrification denitrification pathway when a dissolved oxygen concentration of 3.5 mg/L was provided. Addition of a post-anoxic stage at equal volume to the aerobic stage (1:1 aerobic to anoxic ratio) to target conventional nitrification denitrification could realise an effluent TN concentration of 4.2 mg/L when DO was increased to 4.5 mg/L, although 5.8 mg/L of effluent TN could be achieved with only a 5:1 ratio. In terms of environmental burden and economic costs, analysis of the system's life-cycle under these different configurations indicated considerable asymmetry of the two pathways during the operational phase due mainly to the increased aeration. However in spite of this, the two conventional configurations were ultimately both shown to be more sustainable than that of the simultaneous pathway due to the greater TN removal capacity afforded.en_GB
dc.description.sponsorshipEngineering and Physical Sciences Research Council (EPSRC)en_GB
dc.format.extent135619-135619
dc.identifier.citationVol. 384, article 135619en_GB
dc.identifier.doihttps://doi.org/10.1016/j.jclepro.2022.135619
dc.identifier.grantnumberEP/L015412/1en_GB
dc.identifier.urihttp://hdl.handle.net/10871/132047
dc.language.isoenen_GB
dc.publisherElsevier BVen_GB
dc.rights© 2022 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_GB
dc.subjectWastewater treatmenten_GB
dc.subjectWater pollutionen_GB
dc.subjectEnvironmental impacten_GB
dc.subjectEconomic comparisonen_GB
dc.titleA comparative sustainability evaluation of alternative configurations of an urban nitrogen removal solution targeting different pathwaysen_GB
dc.typeArticleen_GB
dc.date.available2022-12-16T14:17:39Z
dc.identifier.issn0959-6526
exeter.article-number135619
dc.descriptionThis is the final version. Available on open access from Elsevier via the DOI in this recorden_GB
dc.descriptionData availability: No data was used for the research described in the article.en_GB
dc.identifier.journalJournal of Cleaner Productionen_GB
dc.relation.ispartofJournal of Cleaner Production, 384
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/en_GB
dcterms.dateAccepted2022-12-12
rioxxterms.versionVoRen_GB
rioxxterms.licenseref.startdate2022-12-13
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2022-12-16T14:15:33Z
refterms.versionFCDVoR
refterms.dateFOA2022-12-16T14:17:43Z
refterms.panelBen_GB


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© 2022 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
Except where otherwise noted, this item's licence is described as © 2022 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).