Bibliographic citations
Aguilar, R., Quiñones, O. (2022). Mejoramiento de la eficiencia hidráulica aplicando el método de la sectorización en la red de distribución de agua potable de la localidad de Buenos Aires [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/9495
Aguilar, R., Quiñones, O. Mejoramiento de la eficiencia hidráulica aplicando el método de la sectorización en la red de distribución de agua potable de la localidad de Buenos Aires [Tesis]. PE: Universidad Privada Antenor Orrego; 2022. https://hdl.handle.net/20.500.12759/9495
@misc{renati/1344717,
title = "Mejoramiento de la eficiencia hidráulica aplicando el método de la sectorización en la red de distribución de agua potable de la localidad de Buenos Aires",
author = "Quiñones Trujillo, Olenka Xiomara",
publisher = "Universidad Privada Antenor Orrego",
year = "2022"
}
Within the Sectorization and Loss Control Department of the service provider company SEDALIB S.A. thorough attention was paid to the pilot project in order to reduce the physical and commercial losses of water resources in drinking water networks, so the idea of implementing a sectorization methodology in a hydrometric district that serves as an applicable basis began to be conceived for future research. Through this research, it is proposed to apply the sectorization method in the drinking water distribution network of Buenos Aires district in Víctor Larco Herrera. This study is based on the application of the general concepts of sectorization and on the division of the distribution network into three hydrometric subsectors which were determined by the main avenues at choice by the researchers. This would later be evaluated by means of a hydraulic and static simulation and in an extended period taking substantial factors into account; such as: consumption of the beneficiaries, endowment, continuity of the service, loss in the usable flow, flow demanded by the consumers and the average pressure of the water. Thus, virtual models of the calibrated network were incorporated in such a way that they resemble as much as possible the physical and operational conditions existing in the field. The interpretation of the results of the simulated models will help to provide the company providing the service with a more effective understanding of the conditions and operation of the network, of the pressures, speeds and demands, for a better management of natural water
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