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dc.creatorFernández-Arévalo, T.(Tamara)-
dc.creatorLizarralde-Aguirrezabal, I. (Izaro)-
dc.creatorFernández-Polanco, F. (F.)-
dc.creatorPérez-Elvira, S.I. (S.I.)-
dc.creatorPuig, S. (S.)-
dc.creatorPoch, M. (M.)-
dc.creatorGrau-Gumbau, P. (Paloma)-
dc.creatorAyesa Iturrate, Eduardo-
dc.date.accessioned2022-11-24T11:51:47Z-
dc.date.available2022-11-24T11:51:47Z-
dc.date.issued2017-
dc.identifier.citationFernández-Arévalo, T.(Tamara), Lizarralde-Aguirrezabal, I.(Izaro), Fernández-Polanco, F., Pérez-Elvira, S.I., Puig, S., Poch, M., Grau-Gumbau, P. (Paloma), Ayesa-Iturrate, E. (Eduardo). "Quantitative assessment of energy and resource recovery in wastewater treatment plants based on plant-wide simulations." Water research, 118,(2017) , 272-288.es_ES
dc.identifier.urihttps://hdl.handle.net/10171/64727-
dc.description.abstractThe growing development of technologies and processes for resource treatment and recovery is offering endless possibilities for creating new plant-wide configurations or modifying existing ones. However, the configurations’ complexity, the interrelation between technologies and the influent characteristics turn decision-making into a complex or unobvious process. In this frame, the Plant-Wide Modelling (PWM) library presented in this paper allows a thorough, comprehensive and refined analysis of different plant configurations that are basic aspects in decision-making from an energy and resource recovery perspective. In order to demonstrate the potential of the library and the need to run simulation analyses, this paper carries out a comparative analysis of WWTPs, from a techno-economic point of view. The selected layouts were (1) a conventional WWTP based on a modified version of the Benchmark Simulation Model No. 2, (2) an upgraded or retrofitted WWTP, and (3) a new Wastewater Resource Recovery Facilities (WRRF) concept denominated as C/N/P decoupling WWTP. The study was based on a preliminary analysis of the organic matter and nutrient energy use and recovery options, a comprehensive mass and energy flux distribution analysis in each configuration in order to compare and identify areas for improvement, and a cost analysis of each plant for different influent COD/TN/TP ratios. Analysing the plants from a standpoint of resources and energy utilization, a low utilization of the energy content of the components could be observed in all configurations. In the conventional plant, the COD used to produce biogas was around 29%, the upgraded plant was around 36%, and 34% in the C/N/P decoupling WWTP. With regard to the self-sufficiency of plants, achieving self-sufficiency was not possible in the conventional plant, in the upgraded plant it depended on the influent C/N ratio, and in the C/N/P decoupling WWTP layout self-sufficiency was feasible for almost all influents, especially at high COD concentrations. The plant layouts proposed in this paper are just a sample of the possibilities offered by current technologies. Even so, the library presented here is generic and can be used to construct any other plant layout, provided that a model is available.es_ES
dc.language.isoenges_ES
dc.publisherElsevieres_ES
dc.rightsinfo:eu-repo/semantics/openAccesses_ES
dc.subjectEnergy and resource recoveres_ES
dc.subjectGlobal mass and energy balancees_ES
dc.subjectModel-based assessmentes_ES
dc.subjectPlant-wide simulationses_ES
dc.titleQuantitative assessment of energy and resource recovery in wastewater treatment plants based on plant-wide simulations.es_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherversionwww.sciencedirect.com/science/article/pii/S0043135417302567es_ES
dc.editorial.noteCC-BY-NC-NDes_ES
dc.identifier.doi10.1016/j.watres.2017.04.001-
dadun.citation.endingPage288es_ES
dadun.citation.publicationNameWater researches_ES
dadun.citation.startingPage272es_ES
dadun.citation.volume118es_ES

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