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Please use this identifier to cite or link to this item: http://dspace.ucuenca.edu.ec/handle/123456789/33261
Title: MILP for optimizing water allocation and reservoir location: a case study for the Machángara river basin, Ecuador
Authors: Veintimilla Reyes, Jaime Eduardo
De Meyer, Annelies
Cattryss, Dirk
Tacuri Espinoza, Victor Eduardo
Vanegas Peralta, Pablo Fernando
Cisneros Espinosa, Felipe Eduardo francisco
Van Orshoven, Jos
Keywords: MILP
LP
Network flow optimization problem (NFOP)
Water allocation
Reservoir optimization
Machángara
metadata.dc.ucuenca.areaconocimientofrascatiamplio: 2. Ingeniería y Tecnología
metadata.dc.ucuenca.areaconocimientofrascatidetallado: 2.11.2 Otras Ingenierias y Tecnologías
metadata.dc.ucuenca.areaconocimientofrascatiespecifico: 2.11 Otras Ingenierias y Tecnologías
metadata.dc.ucuenca.areaconocimientounescoamplio: 06 - Información y Comunicación (TIC)
metadata.dc.ucuenca.areaconocimientounescodetallado: 0613 - Software y Desarrollo y Análisis de Aplicativos
metadata.dc.ucuenca.areaconocimientounescoespecifico: 061 - Información y Comunicación (TIC)
Issue Date: 2019
metadata.dc.ucuenca.volumen: Volumen 11, número 5
metadata.dc.source: Water
metadata.dc.identifier.doi: https://doi.org/10.3390/w11051011
metadata.dc.type: ARTÍCULO
Abstract: 
The 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.
Description: 
The 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.
URI: https://www.mdpi.com/2073-4441/11/5/1011
metadata.dc.ucuenca.urifuente: https://www.mdpi.com/journal/water
ISSN: 2073-4441
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