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dc.contributor.authorVeintimilla Reyes, Jaime Eduardo-
dc.contributor.authorDe Meyer, Annelies-
dc.contributor.authorCattryss, Dirk-
dc.contributor.authorTacuri Espinoza, Victor Eduardo-
dc.contributor.authorVanegas Peralta, Pablo Fernando-
dc.contributor.authorCisneros Espinosa, Felipe Eduardo francisco-
dc.contributor.authorVan Orshoven, Jos-
dc.date.accessioned2019-08-06T14:21:15Z-
dc.date.available2019-08-06T14:21:15Z-
dc.date.issued2019-
dc.identifier.issn2073-4441-
dc.identifier.urihttps://www.mdpi.com/2073-4441/11/5/1011-
dc.descriptionThe allocation of water flowing through a river-with-reservoirs system to optimally meet spatially distributed and temporally variable demands can be conceived as a network flow optimization (NFO) problem and addressed by linear programming (LP). In this paper, we present an extension of the strategic NFO-LP model of our previous model to a mixed integer linear programming (MILP) model to simultaneously optimize the allocation of water and the location of one or more new reservoirs; the objective function to minimize only includes two components (floods and water demand), whereas the extended LP-model described in this paper, establishes boundaries for each node (reservoir and river segments) and can be considered closer to the reality. In the MILP model, each node is called a “candidate reservoir” and corresponds to a binary variable (zero or one) within the model with a predefined capacity. The applicability of the MILP model is illustrated for the Machángara river basin in the Ecuadorian Andes. The MILP shows that for this basin the water-energy-food nexus can be mitigated by adding one or more reservoirs.-
dc.description.abstractThe allocation of water flowing through a river-with-reservoirs system to optimally meet spatially distributed and temporally variable demands can be conceived as a network flow optimization (NFO) problem and addressed by linear programming (LP). In this paper, we present an extension of the strategic NFO-LP model of our previous model to a mixed integer linear programming (MILP) model to simultaneously optimize the allocation of water and the location of one or more new reservoirs; the objective function to minimize only includes two components (floods and water demand), whereas the extended LP-model described in this paper, establishes boundaries for each node (reservoir and river segments) and can be considered closer to the reality. In the MILP model, each node is called a “candidate reservoir” and corresponds to a binary variable (zero or one) within the model with a predefined capacity. The applicability of the MILP model is illustrated for the Machángara river basin in the Ecuadorian Andes. The MILP shows that for this basin the water-energy-food nexus can be mitigated by adding one or more reservoirs.-
dc.language.isoes_ES-
dc.sourceWater-
dc.subjectMILP-
dc.subjectLP-
dc.subjectNetwork flow optimization problem (NFOP)-
dc.subjectWater allocation-
dc.subjectReservoir optimization-
dc.subjectMachángara-
dc.titleMILP for optimizing water allocation and reservoir location: a case study for the Machángara river basin, Ecuador-
dc.typeARTÍCULO-
dc.ucuenca.idautor0103458394-
dc.ucuenca.idautorSgrp-1883-2-
dc.ucuenca.idautorSgrp-1883-3-
dc.ucuenca.idautor0102363579-
dc.ucuenca.idautor0102274891-
dc.ucuenca.idautor0101045540-
dc.ucuenca.idautorSgrp-1883-7-
dc.identifier.doihttps://doi.org/10.3390/w11051011-
dc.ucuenca.versionVersión publicada-
dc.ucuenca.areaconocimientounescoamplio06 - Información y Comunicación (TIC)-
dc.ucuenca.afiliacionVeintimilla, J., Universidad de Cuenca, Departamento de Ciencias de la Computación, Cuenca, Ecuador; Veintimilla, J., KU Leuven, Leuven, Belgica-
dc.ucuenca.afiliacionDe, A., Flemish Institute for Technological Research, Mol, Belgica-
dc.ucuenca.afiliacionCattryss, D., KU Leuven, Leuven, Belgica-
dc.ucuenca.afiliacionTacuri, V., Universidad de Cuenca, Facultad de Ciencias Agropecuarias, Cuenca, Ecuador-
dc.ucuenca.afiliacionVanegas, P., Universidad de Cuenca, Departamento de Ciencias de la Computación, Cuenca, Ecuador-
dc.ucuenca.afiliacionCisneros, F., Universidad de Cuenca, Departamento de Ingeniería Civil, Cuenca, Ecuador-
dc.ucuenca.afiliacionVan, J., KU Leuven, Leuven, Belgica-
dc.ucuenca.volumenVolumen 11, número 5-
dc.ucuenca.indicebibliograficoSCOPUS-
dc.ucuenca.factorimpacto0.657-
dc.ucuenca.cuartilQ2-
dc.ucuenca.numerocitaciones0-
dc.ucuenca.areaconocimientofrascatiamplio2. Ingeniería y Tecnología-
dc.ucuenca.areaconocimientofrascatiespecifico2.11 Otras Ingenierias y Tecnologías-
dc.ucuenca.areaconocimientofrascatidetallado2.11.2 Otras Ingenierias y Tecnologías-
dc.ucuenca.areaconocimientounescoespecifico061 - Información y Comunicación (TIC)-
dc.ucuenca.areaconocimientounescodetallado0613 - Software y Desarrollo y Análisis de Aplicativos-
dc.ucuenca.urifuentehttps://www.mdpi.com/journal/water-
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