Citas bibligráficas
Torres, E., (2019). Diseño y simulación hidráulica del sistema de abastecimiento de agua potable de la urbanización las brisas de la ciudad de Moyobamba – 2018 [Tesis, Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/3289
Torres, E., Diseño y simulación hidráulica del sistema de abastecimiento de agua potable de la urbanización las brisas de la ciudad de Moyobamba – 2018 [Tesis]. PE: Universidad Nacional de San Martín. Fondo Editorial; 2019. http://hdl.handle.net/11458/3289
@misc{renati/1058511,
title = "Diseño y simulación hidráulica del sistema de abastecimiento de agua potable de la urbanización las brisas de la ciudad de Moyobamba – 2018",
author = "Torres Lopez, Erick",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2019"
}
In the following research work has been carried out the hydraulic simulation of the proposal of drinking water supply system “Las Brisas” Urbanization, from the determination of basic studies such as topographic survey and design of system networks supply, which is divided into 3 major stages, the first consistency in the collection of field data, for which is considered in the topographic survey, housing, population, the second was in the processing of information in the field , selecting the data for the elaboration of spreadsheets, the contour lines, the determination of the population, the supply, the demand and the supply system, the last report of the network. WaterCAD, where the hydraulic simulation of the potable water supply system is proposed, proposed for the urbanization the breezes of the city of Moyobamba, obtaining, that the supply system for the topographic conditions cannot be the conventional one, and for the supply by the urbanization that results in a pumping system with a pump of impulsion with a power of 7.17 HP, which is through a line of impulsion of 560.34 m in length, in a vertical drop of 70 meters of the maximum nominal diameter of 110 mm and HDPE pipe, the treated water is taken from the water channel Filters from the filters of the San Mateo Drinking Water Treatment Plant (PTAP) and a reinforced concrete tank with a capacity of 23 m3, for distribution by the distribution network consisting of Primary networks, HDPE nominal diameter 100 mm and Secondary networks, HDPE conduits of nominal diameter 90 mm, Based on the results we conclude that the design of the system has been obtained ab Compliance with the requirements of the urbanization of Brisas, compliance with the requirements of pressures and speeds required by the National Building Regulations (RNE).
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