Publication:
MILP for optimizing water allocation and reservoir location: a case study for the Machángara river basin, Ecuador

dc.contributor.authorVeintimilla Reyes, Jaime Eduardo
dc.contributor.authorDe Meyer, Annelies
dc.contributor.authorCattryss, Dirk
dc.contributor.authorTacuri Espinoza, Víctor Eduardo
dc.contributor.authorCisneros Espinoza, Felipe Eduardo
dc.contributor.authorVan Orshoven, Jos
dc.contributor.authorVanegas Peralta, Pablo Fernando
dc.date.accessioned2019-08-06T14:21:15Z
dc.date.available2019-08-06T14:21:15Z
dc.date.issued2019
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.identifier.doihttps://doi.org/10.3390/w11051011
dc.identifier.issn2073-4441
dc.identifier.urihttps://www.mdpi.com/2073-4441/11/5/1011
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.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.areaconocimientofrascatiamplio2. Ingeniería y Tecnología
dc.ucuenca.areaconocimientofrascatidetallado2.11.2 Otras Ingenierias y Tecnologías
dc.ucuenca.areaconocimientofrascatiespecifico2.11 Otras Ingenierias y Tecnologías
dc.ucuenca.areaconocimientounescoamplio06 - Información y Comunicación (TIC)
dc.ucuenca.areaconocimientounescodetallado0613 - Software y Desarrollo y Análisis de Aplicativos
dc.ucuenca.areaconocimientounescoespecifico061 - Información y Comunicación (TIC)
dc.ucuenca.cuartilQ2
dc.ucuenca.factorimpacto0.657
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.ucuenca.indicebibliograficoSCOPUS
dc.ucuenca.numerocitaciones0
dc.ucuenca.urifuentehttps://www.mdpi.com/journal/water
dc.ucuenca.versionVersión publicada
dc.ucuenca.volumenVolumen 11, número 5
dspace.entity.typePublication
relation.isAuthorOfPublicationd94bf140-d22a-49aa-8164-d055fe5f0523
relation.isAuthorOfPublicationfc1936f3-d2fb-467a-af14-e49f8304f399
relation.isAuthorOfPublication.latestForDiscoveryd94bf140-d22a-49aa-8164-d055fe5f0523

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