Mostrar el registro sencillo de la publicación

dc.contributor.authorGutiérrez-Bahamondes, Jimmy H
dc.contributor.authorMora-Melia, Daniel
dc.contributor.authorValdivia-Muñoz, Bastián
dc.contributor.authorSilva-Aravena, Fabián
dc.contributor.authorIglesias-Rey, Pedro L
dc.date.accessioned2023-05-02T19:01:29Z
dc.date.available2023-05-02T19:01:29Z
dc.date.issued2023
dc.identifier.urihttp://repositorio.ucm.cl/handle/ucm/4724
dc.description.abstractThe design of pumping stations in a water distribution network determines the investment costs and affects a large part of the operating costs of the network. In recent years, it was shown that it is possible to use flow distribution to optimize both costs concurrently; however, the methodologies proposed in the literature are not applicable to real-sized networks. In these cases, the space of solutions is huge, a small number of feasible solutions exists, and each evaluation of the objective function implies significant computational effort. To avoid this gap, a new method was proposed to reduce the search space in the problem of pumping station design. This method was based on network preprocessing to determine in advance the maximum and minimum flow that each pump station could provide. According to this purpose, the area of infeasibility is limited by ranges of the decision variable where it is impossible to meet the hydraulic constraints of the model. This area of infeasibility is removed from the search space with which the algorithm works. To demonstrate the benefits of using the new technique, a new real-sized case study was presented, and a pseudo-genetic algorithm (PGA) was implemented to resolve the optimization model. Finally, the results show great improvement in PGA performance, both in terms of the speed of convergence and quality of the solution.es_CL
dc.language.isoenes_CL
dc.rightsAtribución-NoComercial-SinDerivadas 3.0 Chile*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/cl/*
dc.sourceMathematics, 11(7), 1582es_CL
dc.subjectPump stationses_CL
dc.subjectOptimizationes_CL
dc.subjectEnergy efficiencyes_CL
dc.subjectWater networkses_CL
dc.subjectSearch space reductiones_CL
dc.titleInfeasibility maps: application to the optimization of the design of pumping stations in water distribution networkses_CL
dc.typeArticlees_CL
dc.ucm.facultadFacultad de Ciencias Sociales y Económicases_CL
dc.ucm.indexacionScopuses_CL
dc.ucm.indexacionIsies_CL
dc.ucm.urimdpi.com/2227-7390/11/7/1582es_CL
dc.ucm.doidoi.org/10.3390/math11071582es_CL


Ficheros en la publicación

FicherosTamañoFormatoVer

No hay ficheros asociados a esta publicación.

Esta publicación aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo de la publicación

Atribución-NoComercial-SinDerivadas 3.0 Chile
Excepto si se señala otra cosa, la licencia de la publicación se describe como Atribución-NoComercial-SinDerivadas 3.0 Chile