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dc.contributor.author | Fernández Arévalo, Tamara | |
dc.contributor.author | Lizarralde, Izaro | |
dc.contributor.author | Fernández-Polanco Fernández de Moreda, Fernando | |
dc.contributor.author | Pérez Elvira, Sara Isabel | |
dc.contributor.author | Garrido, Juan Manuel | |
dc.contributor.author | Puig, Sebastiá | |
dc.contributor.author | Poch Espallargas, Manuel | |
dc.contributor.author | Grau, P. | |
dc.contributor.author | Ayesa, Eduardo | |
dc.date.accessioned | 2017-10-18T07:09:14Z | |
dc.date.available | 2017-10-18T07:09:14Z | |
dc.date.issued | 2017 | |
dc.identifier.citation | Water Research, 2017, Volume 118, p. 272-288 | es |
dc.identifier.uri | http://uvadoc.uva.es/handle/10324/26426 | |
dc.description | Producción Científica | es |
dc.description.abstract | The 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 |
dc.format.mimetype | application/pdf | es |
dc.language.iso | eng | es |
dc.publisher | Elsevier | es |
dc.rights.accessRights | info:eu-repo/semantics/openAccess | es |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | |
dc.subject.classification | Aguas residuales | es |
dc.title | Quantitative assessment of energy and resource recovery in wastewater treatment plants based on plant-wide simulations | es |
dc.type | info:eu-repo/semantics/article | es |
dc.identifier.doi | https://doi.org/10.1016/j.watres.2017.04.001 | es |
dc.relation.publisherversion | http://www.sciencedirect.com/science/article/pii/S0043135417302567 | es |
dc.peerreviewed | SI | es |
dc.description.project | Ministerio de Economía, Industria y Competitividad (Project CTQ2014-53718-R) | es |
dc.description.project | Universidad de Gerona (Project MPCUdG2016/137) | es |
dc.rights | Attribution-NonCommercial-NoDerivatives 4.0 International |
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