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Ultrafiltration fouling trend simulation of a municipal wastewater treatment plant effluent with model wastewater

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Ultrafiltration fouling trend simulation of a municipal wastewater treatment plant effluent with model wastewater

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dc.contributor.author TORA GRAU, MIRIAM es_ES
dc.contributor.author Soler Cabezas, José Luis es_ES
dc.contributor.author Vincent Vela, Maria Cinta es_ES
dc.contributor.author Mendoza Roca, José Antonio es_ES
dc.contributor.author Martínez Francisco, Francisco Juan es_ES
dc.date.accessioned 2015-06-08T09:50:05Z
dc.date.available 2015-06-08T09:50:05Z
dc.date.issued 2015-01-06
dc.identifier.issn 1944-3994
dc.identifier.uri http://hdl.handle.net/10251/51382
dc.description.abstract Secondary treatment effluents from Municipal Wastewater Treatment Plants require tertiary treatments to be reused in agriculture. Among tertiary treatment technologies, ultrafiltration has been proven to be a reliable reclamation process. Nevertheless this technique has an important disadvantage: membrane fouling. This phenomenon causes decline in permeate flux with time and increases the operational costs. Due to the fact that secondary effluents from Municipal Wastewater Treatment Plants contain a large amount of different compounds and that there is certain variability in their composition, the use of a simplified model wastewater consisting of only few compounds may help to simulate better the ultrafiltration fouling trend. The main secondary treatment effluent components responsible for fouling membrane during ultrafiltration tests are extracellular polymeric substances. These substances are mainly composed of proteins and polysaccharides, thus they are commonly used to prepare model wastewaters. This work consisted in two parts. Firstly, a model wastewater was selected among different model solutions mimicking secondary treatment effluent. Secondly, ultrafiltration behaviour of the selected model solution was compared with the behaviour of the secondary effluent in the ultrafiltration tests at different cross-flow velocities and transmembrane pressures. The membrane used in the ultrafiltration tests was UFCM5 Norit X-flow® hollow-fiber. To prepare model wastewaters, three parameters (proteins and carbohydrates concentrations and chemical oxygen demand) were considered. The model wastewater that represented the best the fouling trend of the secondary treatment effluent had a composition of 15 mg/l of bovine serum albumin and 5.5 mg/l of dextran es_ES
dc.description.sponsorship The authors wish to gratefully acknowledge the financial support of the Generalitat Valenciana through the project "Ayudas para la realizacion de proyectos I+D para grupos de investigacion emergentes GV/2013." en_EN
dc.language Inglés es_ES
dc.publisher Taylor & Francis es_ES
dc.relation.ispartof Desalination and Water Treatment es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Ultrafiltration es_ES
dc.subject Model wastewater es_ES
dc.subject Municipal treatment plant es_ES
dc.subject Fouling es_ES
dc.subject.classification INGENIERIA QUIMICA es_ES
dc.title Ultrafiltration fouling trend simulation of a municipal wastewater treatment plant effluent with model wastewater es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1080/19443994.2014.999714
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Instituto de Seguridad Industrial, Radiofísica y Medioambiental - Institut de Seguretat Industrial, Radiofísica i Mediambiental es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería Química y Nuclear - Departament d'Enginyeria Química i Nuclear es_ES
dc.description.bibliographicCitation Tora Grau, M.; Soler Cabezas, JL.; Vincent Vela, MC.; Mendoza Roca, JA.; Martínez Francisco, FJ. (2015). Ultrafiltration fouling trend simulation of a municipal wastewater treatment plant effluent with model wastewater. Desalination and Water Treatment. 1-9. doi:10.1080/19443994.2014.999714 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.1080/19443994.2014.999714 es_ES
dc.description.upvformatpinicio 1 es_ES
dc.description.upvformatpfin 9 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.senia 278833
dc.identifier.eissn 1944-3986
dc.contributor.funder Generalitat Valenciana
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