Identificador persistente para citar o vincular este elemento: http://hdl.handle.net/10553/106210
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dc.contributor.authorBrito Espino, Saulo Manuelen_US
dc.contributor.authorMendieta Pino, Carlos Albertoen_US
dc.contributor.authorPérez Báez, Sebastián Ovidioen_US
dc.contributor.authorRamos Martín, Alejandroen_US
dc.date.accessioned2021-03-24T13:50:04Z-
dc.date.available2021-03-24T13:50:04Z-
dc.date.issued2018en_US
dc.identifier.urihttp://hdl.handle.net/10553/106210-
dc.description.abstractNowadays, the increase in production and concentration of intensive livestock operation throughout the years all around the world, together with mismanagements of livestock manure, have raised the risk of contamination to the environment. The increasingly strict environmental regulation has created the need to find several solutions which combine low-cost facilities and resource efficiency in wastewater treatment. Constructed wetlands (CWs) are now more widely applied than other technologies as an alternative of conventional methods. Several models of biochemical reaction in CWs have been developed over the last 60 years, however the great majority of authors agree that it is necessary to approach with more in-depth understanding processes in these treatment systems. The main objective of this work has been to develop a computational fluid dynamic (CFD) Model to describe anaerobic digestion, that regularly occurs into the CWs in order to simulate the complex physicochemical and biochemical processes, offering higher spatial resolutions and different reaction rates, and considering simultaneous processes. The method involves, simultaneously, dynamics characteristics of fluids with kinetic growth based on the IWA Anaerobic Digestion Model Nº1 (ADM1). A mathematical model was developed based on mass balance for each system component, resulting 18 non-lineal system for second-order elliptic equations. On the other hand, a generalized Stokes variational formulation was implemented to describe the hydraulic performance. Finite element method (FEM) was applied to solve the equations subjetcted to Dirichlet and Neumann boundary conditions. To validate the method, simulations implemented with FreeFem++ are presented. The obtained result offers dynamic behaviour of the model solutions for the microbial and the substrate in CWs, for each one of the phase of the biological processes. The performance will depend on the boundary condition. The result indicates that the model was be able to simulate, with good accuracy, substrate, microorganism, pH and total volatile fatty acids (TVFA) concentrations inside the system. The conclusion was that the model was successfully implemented to simulate biochemical and physicochemical processes in CWs. This original method of simulation which has been applied to CWs allows develop different design including boundary onditions. Plans for the future will be to develop 3D model and to validate the results with experimental models.en_US
dc.languageengen_US
dc.publisherEDSen_US
dc.subject3308 Ingeniería y tecnología del medio ambienteen_US
dc.subject330810 Tecnología de aguas residualesen_US
dc.subject3104 Producción Animalen_US
dc.subject.otherConstructed wetlanden_US
dc.subject.otherWater qualityen_US
dc.subject.otherAnaerobic digestionen_US
dc.subject.otherADM1en_US
dc.subject.otherNumerical simulationen_US
dc.subject.otherFinite element methoden_US
dc.titleApplication of a model-based method for hydrodynamic processes in constructed wetland to management of livestock wastewater based on finite element methoden_US
dc.typeinfo:eu-repo/semantics/conferenceobjecten_US
dc.typeConferenceObjecten_US
dc.relation.conferenceDesalination for the Environment: Clean Water and Energy. Greece 2018en_US
dc.description.firstpage105en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.investigacionCienciasen_US
dc.type2Actas de congresosen_US
dc.utils.revisionen_US
dc.date.coverdate3–6 September 2018en_US
dc.identifier.ulpgcen_US
dc.contributor.buulpgcBU-INGen_US
item.grantfulltextopen-
item.fulltextCon texto completo-
crisitem.author.deptGIR IUNAT: Control analítico de fuentes medioambientales-
crisitem.author.deptIU de Estudios Ambientales y Recursos Naturales-
crisitem.author.deptGIR IUNAT: Control analítico de fuentes medioambientales-
crisitem.author.deptIU de Estudios Ambientales y Recursos Naturales-
crisitem.author.deptDepartamento de Ingeniería de Procesos-
crisitem.author.deptGIR IUNAT: Control analítico de fuentes medioambientales-
crisitem.author.deptIU de Estudios Ambientales y Recursos Naturales-
crisitem.author.deptGIR IUNAT: Control analítico de fuentes medioambientales-
crisitem.author.deptIU de Estudios Ambientales y Recursos Naturales-
crisitem.author.deptDepartamento de Ingeniería de Procesos-
crisitem.author.orcid0000-0001-6108-6774-
crisitem.author.orcid0000-0002-1808-0112-
crisitem.author.orcid0000-0002-6909-0759-
crisitem.author.orcid0000-0001-5759-4469-
crisitem.author.parentorgIU de Estudios Ambientales y Recursos Naturales-
crisitem.author.parentorgIU de Estudios Ambientales y Recursos Naturales-
crisitem.author.parentorgIU de Estudios Ambientales y Recursos Naturales-
crisitem.author.parentorgIU de Estudios Ambientales y Recursos Naturales-
crisitem.author.fullNameBrito Espino,Saulo-
crisitem.author.fullNameMendieta Pino, Carlos Alberto-
crisitem.author.fullNamePérez Báez,Sebastián Ovidio-
crisitem.author.fullNameRamos Martín, Alejandro-
Colección:Actas de congresos
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