Bibliographic citations
Tuesta, G., (2022). Diseño óptimo WaterGEMS de los parámetros hidráulicos en las redes de distribución de agua, urbanización “Urbanova”, Moyobamba – San Martín [Universidad Nacional de San Martín. Fondo Editorial]. http://hdl.handle.net/11458/4785
Tuesta, G., Diseño óptimo WaterGEMS de los parámetros hidráulicos en las redes de distribución de agua, urbanización “Urbanova”, Moyobamba – San Martín []. PE: Universidad Nacional de San Martín. Fondo Editorial; 2022. http://hdl.handle.net/11458/4785
@misc{renati/1054571,
title = "Diseño óptimo WaterGEMS de los parámetros hidráulicos en las redes de distribución de agua, urbanización “Urbanova”, Moyobamba – San Martín",
author = "Tuesta Vela, German Gabriel",
publisher = "Universidad Nacional de San Martín. Fondo Editorial",
year = "2022"
}
The objectives of the research work were to determine the hydraulic design parameters: slopes, pressures, pipe layout, as well as to perform the hydraulic modeling of the potable water distribution networks using the WaterGEMS software with the data obtained such as slope and gradient of the study area, design flow and layout of the current network and finally to propose an optimal design of the potable water distribution networks of the urbanization. Data collection activities were carried out, such as topographic survey, data collection was carried out in the macro measurement of the Drinking Water Treatment Plant for six months, for a more accurate calibration of the hydraulic model. Likewise, in order to configure the model and carry out the simulations to arrive at the optimum design proposal, the piping layout of the entire Moyobamba network was carried out according to the data provided by EPS Moyobamba. It was concluded that the 02 supply system exceeded the flow demand for both water treatment and storage of its two reservoirs, since currently the average water production is 81.62 l/s for a demand of 126.88 l/s according to the first hydraulic model and 131.01 l/s if the network expansion were to be carried out. According to the different topology changes in the water network, adequate pressures and velocities were achieved throughout the system.
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