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dc.contributor.authorFerreiro Santiso, Cristian ORCID
dc.contributor.authorDe Luis Álvarez, Ana María ORCID
dc.contributor.authorVillota Salazar, Natalia ORCID
dc.contributor.authorLomas Esteban, José María ORCID
dc.contributor.authorLombraña Alonso, José Ignacio ORCID
dc.contributor.authorCamarero Estela, Luis Miguel ORCID
dc.date.accessioned2021-09-10T11:10:22Z
dc.date.available2021-09-10T11:10:22Z
dc.date.issued2021-08-22
dc.identifier.citationCatalysts 11(8) : (2021) // Article ID 1014es_ES
dc.identifier.issn2073-4344
dc.identifier.urihttp://hdl.handle.net/10810/52957
dc.description.abstractThis work studied the removal of phenol from industrial effluents through catalytic ozonation in the presence of granular activated carbon in a continuous fixed-bed reactor. Phenol was chosen as model pollutant because of its environmental impact and high toxicity. Based on the evolution of total organic carbon (TOC) and phenol concentration, a kinetic model was proposed to study the effect of the operational variables on the combined adsorption–oxidation (Ad/Ox) process. The proposed three-phase model expressed the oxidation phenomena in the liquid and the adsorption and oxidation on the surface of the granular activated carbon in the form of two kinetic constants, k1 and k2 respectively. The interpretation of the constants allow to study the benefits and behaviour of the use of activated carbon during the ozonisation process under different conditions affecting adsorption, oxidation, and mass transfer. Additionally, the calculated kinetic parameters helped to explain the observed changes in treatment efficiency. The results showed that phenol would be completely removed at an effective contact time of 3.71 min, operating at an alkaline pH of 11.0 and an ozone gas concentration of 19.0 mg L−1. Under these conditions, a 97.0% decrease in the initial total organic carbon was observed.es_ES
dc.description.sponsorshipThe authors are grateful to the University of the Basque Country for their financial support of this study through the GIU20/56 project and C. Ferreiro’s predoctoral PIF grant (PIF16/367).es_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.rightsinfo:eu-repo/semantics/openAccesses_ES
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/
dc.subjectcatalytic ozonationes_ES
dc.subjectthree-phase modellinges_ES
dc.subjectwastewater treatmentes_ES
dc.subjectphenoles_ES
dc.subjectgranular activated carbones_ES
dc.subjectAd/Oxes_ES
dc.titleApplication of a Combined Adsorption−Ozonation Process for Phenolic Wastewater Treatment in a Continuous Fixed-Bed Reactores_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.date.updated2021-09-09T13:41:27Z
dc.rights.holder2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).es_ES
dc.relation.publisherversionhttps://www.mdpi.com/2073-4344/11/8/1014/htmes_ES
dc.identifier.doi10.3390/catal11081014
dc.departamentoesIngeniería química
dc.departamentoesIngeniería química y del medio ambiente
dc.departamentoeuIngeniaritza kimikoa
dc.departamentoeuIngeniaritza kimikoa eta ingurumenaren ingeniaritza


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2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).
Except where otherwise noted, this item's license is described as 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).