Application of the General Model "Biological Nutrient Removal Model No.1" to upgrade two full-scale WWTPs

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dc.contributor.affiliationDepartamento de Ingeniería Hidráulica y Medio Ambiente
dc.contributor.affiliationInstituto Universitario de Ingeniería del Agua y del Medio Ambiente
dc.contributor.affiliationEscuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
dc.contributor.authorRuano García, María Victoriaes_ES
dc.contributor.authorSerralta Sevilla, Joaquín
dc.contributor.authorRibes Bertomeu, Josees_ES
dc.contributor.authorGarcía Usach, Mª Franciscaes_ES
dc.contributor.authorBouzas Blanco, Albertoes_ES
dc.contributor.authorBarat, Ramón
dc.contributor.authorSeco Torrecillas, Auroraes_ES
dc.contributor.authorFerrer Polo, Josées_ES
dc.contributor.funderMinisterio de Educación y Cienciaes_ES
dc.contributor.funderEntitat Pública de Sanejament d'Aigües Residuals de la Comunitat Valencianaes_ES
dc.contributor.funderDepuración de Aguas del Mediterráneo, S.L.es_ES
dc.date.accessioned2014-01-15T12:32:08Z
dc.date.issued2012-05
dc.description.abstractIn this paper, two practical case studies for upgrading two wastewater treatment plants (WWTPs) using the general model BNRM1 (Biological Nutrient Removal Model No. 1) are presented. In the first case study, the Tarragona WWTP was upgraded by reducing the phosphorus load to the anaerobic digester in order to minimize the precipitation problems. Phosphorus load reduction was accomplished by mixing the primary sludge and the secondary sludge and by elutriating the mixed sludge. In the second case study, the Alcantarilla WWTP, the nutrient removal was enhanced by maintaining a relatively low dissolved oxygen concentration in Stage A to maintain the acidogenic bacteria activity. The VFA produced in Stage A favour the denitrification process and biological phosphorus removal in Stage B. These case studies demonstrate the benefits of using the general model BNRM1 to simulate settling processes and biological processes related to both anaerobic and aerobic bacteria in the same process unit.es_ES
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationRuano García, MV.; Serralta Sevilla, J.; Ribes Bertomeu, J.; García Usach, MF.; Bouzas Blanco, A.; Barat Baviera, R.; Seco Torrecillas, A.... (2012). Application of the General Model "Biological Nutrient Removal Model No.1" to upgrade two full-scale WWTPs. Environmental Technology. 33(9):1005-1012. https://doi.org/10.1080/09593330.2011.604877es_ES
dc.description.issue9es_ES
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dc.description.sponsorshipThe authors would like to express their gratitude to the Ministry of Science and Education (Spain) for their financial support (CTM2005-06919-C03.). Financial support from Entitat Publica de Sanejament d'Aigues Residuals de la Comunitat Valenciana and Depuracion de Aguas del Mediterraneo is also gratefully acknowledged.en_EN
dc.description.upvformatpfin1012es_ES
dc.description.upvformatpinicio1005es_ES
dc.description.volume33es_ES
dc.embargo.lift10000-01-01
dc.embargo.termsforeveres_ES
dc.format.extent8es_ES
dc.identifier.doi10.1080/09593330.2011.604877
dc.identifier.eissn1479-487X
dc.identifier.issn0959-3330
dc.identifier.urihttps://riunet.upv.es/handle/10251/34919
dc.languageIngléses_ES
dc.publisherTaylor & Francis: STM, Behavioural Science and Public Health Titleses_ES
dc.relation.ispartofEnvironmental Technologyes_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/MEC//CTM2005-06919-C03-02/ES/ESTUDIO DE TECNICAS AVANZADAS DE ELIMINACION DE NITROGENO EN CORRIENTES CON ELEVADAS CONCENTRACIONES DE NITROGENO AMONIACAL/es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/MEC//CTM2005-06919-C03-01/ES/MODELACIÓN DE LOS PROCESOS IMPLICADOS EN LA ELIMINACION DE NITROGENO EN EL SOBRENADANTE DE LA DESHIDRATACION DE FANGOS/es_ES
dc.relation.publisherversionhttp://dx.doi.org/10.1080/09593330.2011.604877es_ES
dc.relation.references10.1016/j.envsoft.2003.03.005es_ES
dc.relation.references10.1016/j.envsoft.2007.04.005es_ES
dc.relation.references10.2166/wst.2004.0363es_ES
dc.relation.references10.1016/j.biortech.2008.07.064es_ES
dc.relation.references10.2166/wst.2011.311es_ES
dc.relation.references10.2166/wst.2004.0361es_ES
dc.relation.references10.1080/09593330.2004.9619358es_ES
dc.relation.references10.2166/wst.2002.0612es_ES
dc.relation.references10.1016/S0273-1223(98)00829-4es_ES
dc.relation.references10.2166/wst.2000.0355es_ES
dc.relation.references10.1016/j.watres.2004.07.009es_ES
dc.relation.references10.1016/0043-1354(91)90066-Yes_ES
dc.relation.references10.1080/09593332308618333es_ES
dc.relation.references10.1016/j.jenvman.2008.02.001es_ES
dc.relation.references10.1016/j.biortech.2007.09.054es_ES
dc.relation.references10.1080/09593332308618360es_ES
dc.relation.senia191872
dc.rightsReserva de todos los derechoses_ES
dc.rights.accessRightsCerradoes_ES
dc.subjectBiological nutrient removales_ES
dc.subjectBNRM1es_ES
dc.subjectPlant-wide mathematical modellinges_ES
dc.subjectWWTP upgradinges_ES
dc.subjectWaste water treatment plant (WWTP)es_ES
dc.subjectActivated sludge modelses_ES
dc.subjectWaste wateres_ES
dc.subjectCalibrationes_ES
dc.subjectSimulationes_ES
dc.subjectASM2Des_ES
dc.subject.classificationTECNOLOGIA DEL MEDIO AMBIENTEes_ES
dc.titleApplication of the General Model "Biological Nutrient Removal Model No.1" to upgrade two full-scale WWTPses_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublication
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