Ozone injection system based on NETmix technology for quaternary treatment of urban wastewater

dc.contributor.affiliationUniversidade de Santiago de Compostela. Departamento de Química Analítica, Nutrición e Bromatoloxía
dc.contributor.authorPituco, Mateus Mestriner
dc.contributor.authorMarrocos, Paulo H.
dc.contributor.authorMéndez, Sandra
dc.contributor.authorMontes Goyanes, Rosa
dc.contributor.authorRodil Rodríguez, María del Rosario
dc.contributor.authorMoreira, Francisca C.
dc.contributor.authorVilar, Vítor J. P.
dc.date.accessioned2025-09-25T08:34:12Z
dc.date.available2025-09-25T08:34:12Z
dc.date.issued2025-04
dc.description.abstractAn innovative high-intensity static mixer technology, known as NETmix, was applied as an ozone (O3) gas injection system to promote the quaternary treatment of urban wastewater (UWW), focusing on the elimination of contaminants of emerging concern (CECs). The NETmix network with an exclusive geometry boosts mass transfer rates and rapidly develops an O3-rich stream to react with CECs. The mixer operated in continuous mode promotes a rapid gas (O3)–liquid (water) dissolution. The ozonation process’ performance was evaluated for the abatement of 19 CECs spiked (10 μg dm−3 each) in demineralized water and two tertiary-treated UWW matrices, coming from (i) a secondary settler tank after a conventional activated sludge and (ii) the outlet of a membrane biological reactor (MBR). In addition, the ozonation system was tested for removing a broad range of CECs at natural trace levels from the UWW matrix coming from the MBR. In the realistic wastewater contamination scenario, a maximum transferred O3 dose of 1.28 and 0.76 resulted in removal values ≥80% for 12 out of the 19 spiked CECs from the secondary settler tank, and 9 out of the 19 spiked CECs from the post-MBR treatment, respectively, at a very short hydraulic residence time (55 s). Moreover, removals ≥80% were attained for 22 out of 25 CECs detected in the effluent from the MBR, applying a specific O3 dose of 0.6 . The enhanced ozone-water mass transfer provided by the NETmix technology enabled high removal efficiencies for CECs.
dc.description.sponsorshipThis work was supported by national funds through FCT/MCTES (PIDDAC): Project PTDC/EAM-AMB/4702/2020 - Cutting-Edge Ozone-Technology for Water, with DOI 10.54499/PTDC/EAM-AMB/4702/2020 (https://doi.org/10.54499/PTDC/EAM-AMB/4702/2020); LSRE-LCM, UIDB/50020/2020 (DOI: 10.54499/UIDB/50020/2020) and UIDP/50020/2020 (DOI: 10.54499/UIDP/50020/2020); and ALiCE, LA/P/0045/2020 (DOI: 10.54499/LA/P/0045/2020). M. M. Pituco and P.H. Marrocos acknowledge FCT for their Ph.D. scholarships (SFRH/BD/144673/2019 – DOI: 10.54499/SFRH/BD/144673/2019; and 2022.10437.BD, respectively). F. C. Moreira and V. J. P. Vilar acknowledge the FCT Individual Call to Scientific Employment Stimulus 2017 (CEECIND/02196/2017 and CEECIND/01317/2017, respectively). M.M. Pituco also gives special thanks to Instituto Universitario de Investigación del Agua, Cambio Climático y Sostenibilidad (IACYS), Departamento de Ingeniería Química y Química Física – Universidad de Extremadura, under the supervision of Prof. Dr. Eva M. Rodríguez, for the assistance with the procedure to determinate the absolute rate constants of ozone-saccharin reaction.
dc.identifier.citationJournal of Environmental Chemical Engineering Volume 13, Issue 2, April 2025, 115465
dc.identifier.doi10.1016/j.jece.2025.115465
dc.identifier.essn2213-3437
dc.identifier.urihttps://hdl.handle.net/10347/42899
dc.issue.number2
dc.journal.titleJournal of Environmental Chemical Engineering
dc.language.isoeng
dc.page.initial115465
dc.publisherElsevier
dc.relation.publisherversionhttps://doi.org/10.1016/j.jece.2025.115465
dc.rights© 2025 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license. Attribution 4.0 International
dc.rights.accessRightsopen access
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/
dc.subjectOzonation
dc.subjectContaminants of emerging concern
dc.subjectStatic mixer
dc.subjectGas-liquid mass transfer
dc.subjectOzone absorption rate
dc.titleOzone injection system based on NETmix technology for quaternary treatment of urban wastewater
dc.typejournal article
dc.type.hasVersionVoR
dc.volume.number13
dspace.entity.typePublication
relation.isAuthorOfPublicationa4157885-4219-4fe9-8eac-48d5a4d5945d
relation.isAuthorOfPublicationf9079fd6-969f-404b-bf70-98c2489c9ed7
relation.isAuthorOfPublication.latestForDiscoverya4157885-4219-4fe9-8eac-48d5a4d5945d

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