Publication:
Pressure management for leakage reduction using pressure reducing valves. Case study in an Andean city

dc.contributor.authorAvilés Añazco, Alex Manuel
dc.contributor.authorFlores del Pino, Lisveth
dc.contributor.authorRamos Fernández, Lia
dc.contributor.authorGuanuchi Quezada, Christian Marcelo
dc.contributor.authorGarcíaa Ávila, Fausto Fernando
dc.date.accessioned2020-05-18T22:17:59Z
dc.date.available2020-05-18T22:17:59Z
dc.date.issued2019
dc.descriptionA very common problem in distribution systems is water leakage, which can be reduced by pressure management. The objective of this study was to evaluate the reduction of water leakage by optimizing the pressure using pressure reducing valves (PRV). The corresponding hydraulic model of a real distribution network was developed using the EPANET software. After the hydraulic model was calibrated and validated, the analysis of the pressure in the nodes, the velocity in the pipes, through the technical performance indicators (TPI) was performed, in addition, the leakages were quantified. The initial results indicated the need to optimize the pressure, nodes with excessive pressures were found in the lower part of the network. WaterNetGen was used as an extension of EPANET software to model leakages based on pressure after determining the leakage coefficient and considering the installation of two PRVs. The results allowed optimizing the appropriate pressure in 30.83% of the nodes and minimizing leakages in 31.65%. In turn, the simulation assuming the installation of two PRVs determined that the TPI would increase from 79.81% to 97.45%. The focus of this study is recommended to the companies that supply drinking water as a support tool for planning to reduce leakages.
dc.description.abstractA very common problem in distribution systems is water leakage, which can be reduced by pressure management. The objective of this study was to evaluate the reduction of water leakage by optimizing the pressure using pressure reducing valves (PRV). The corresponding hydraulic model of a real distribution network was developed using the EPANET software. After the hydraulic model was calibrated and validated, the analysis of the pressure in the nodes, the velocity in the pipes, through the technical performance indicators (TPI) was performed, in addition, the leakages were quantified. The initial results indicated the need to optimize the pressure, nodes with excessive pressures were found in the lower part of the network. WaterNetGen was used as an extension of EPANET software to model leakages based on pressure after determining the leakage coefficient and considering the installation of two PRVs. The results allowed optimizing the appropriate pressure in 30.83% of the nodes and minimizing leakages in 31.65%. In turn, the simulation assuming the installation of two PRVs determined that the TPI would increase from 79.81% to 97.45%. The focus of this study is recommended to the companies that supply drinking water as a support tool for planning to reduce leakages.
dc.identifier.doi10.1016/j.aej.2019.11.003
dc.identifier.issn1110-0168
dc.identifier.urihttp://dspace.ucuenca.edu.ec/handle/123456789/34334
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85076562608&origin=inward
dc.language.isoes_ES
dc.sourceAlexandria Engineering Journal
dc.subjectLeakages
dc.subjectDrinking water management
dc.subjectHydraulic pipe modeling
dc.subjectLeakages
dc.subjectPerformance indicators
dc.subjectWater losses
dc.subjectWaterNetGen
dc.subjectDrinking water management
dc.subjectHydraulic pipe modeling
dc.subjectPerformance indicators
dc.subjectWater losses
dc.subjectWaterNetGen
dc.titlePressure management for leakage reduction using pressure reducing valves. Case study in an Andean city
dc.typeARTÍCULO
dc.ucuenca.afiliacionGuanuchi, C., Universidad de Cuenca, Facultad de Ciencias Químicas, Cuenca, Ecuador
dc.ucuenca.afiliacionFlores del, L., Universidad Nacional Agraria La Molina, Lima, Peru
dc.ucuenca.afiliacionRamos, L., Universidad Nacional Agraria La Molina, Lima, Peru
dc.ucuenca.afiliacionGarcia, F., Universidad de Cuenca, Facultad de Ciencias Químicas, Cuenca, Ecuador
dc.ucuenca.afiliacionAviles, A., Universidad de Cuenca, Facultad de Ciencias Químicas, Cuenca, Ecuador
dc.ucuenca.areaconocimientofrascatiamplio2. Ingeniería y Tecnología
dc.ucuenca.areaconocimientofrascatidetallado2.4.2 Ingeniería de Procesos Químicos
dc.ucuenca.areaconocimientofrascatiespecifico2.4 Ingeniería Química
dc.ucuenca.areaconocimientounescoamplio07 - Ingeniería, Industria y Construcción
dc.ucuenca.areaconocimientounescodetallado0711 - Ingeniería y Procesos Químicos
dc.ucuenca.areaconocimientounescoespecifico071 - Ingeniería y Profesiones Afines
dc.ucuenca.correspondenciaGarcia Avila, Fausto Fernando, fernando.garcia@ucuenca.edu.ec
dc.ucuenca.cuartilQ1
dc.ucuenca.factorimpacto0.711
dc.ucuenca.idautorSgrp-2790-5
dc.ucuenca.idautor0102247186
dc.ucuenca.idautor0105738892
dc.ucuenca.idautorSgrp-2790-4
dc.ucuenca.idautor0301454617
dc.ucuenca.indicebibliograficoSCOPUS
dc.ucuenca.numerocitaciones0
dc.ucuenca.urifuentehttps://www.sciencedirect.com/journal/alexandria-engineering-journal/vol/58/issue/4
dc.ucuenca.versionVersión publicada
dc.ucuenca.volumenVolumen 58, número 4
dspace.entity.typePublication
relation.isAuthorOfPublication222503fc-0fb8-42d0-8b4f-ef411570f098
relation.isAuthorOfPublication.latestForDiscovery222503fc-0fb8-42d0-8b4f-ef411570f098

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