Bibliographic citations
Surichaqui, M., (2016). Análisis de las presiones de servicio de redes de distribución de agua de dos sectores de la localidad de Ingahuasi, distrito de Pillpichaca región Huancavelica [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/2039
Surichaqui, M., Análisis de las presiones de servicio de redes de distribución de agua de dos sectores de la localidad de Ingahuasi, distrito de Pillpichaca región Huancavelica [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2016. https://hdl.handle.net/20.500.12759/2039
@misc{renati/375745,
title = "Análisis de las presiones de servicio de redes de distribución de agua de dos sectores de la localidad de Ingahuasi, distrito de Pillpichaca región Huancavelica",
author = "Surichaqui Quispe, Melvin Hans",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2016"
}
The thesis focuses on the calculation of pressure distribution network, the town of Pillpichaca, located in the province of Tayacaja, Department of Huancavelica, which has a future population of 1697 people by 2035, with a time of life of 20 years for the project. For which two points of supply for the sector taking 01 Waswacucho it were taken from a rate of 0.40 ltr / sec. And for the sector a rate of 0.984 ltr / sec. Which will be conducted by networks of PVC pipes 2 "", 1 ½"" and 1 "". The town of Pillpichaca is divided into two areas by a line pressure for that reason, the village will be divided into two sectors, calculated with EPANET program is achieved calculate the pressures at different points of the distribution network, giving pressure sector 1 higher at 39.03 mca J16 knot. By which pipes of 1 ½ ""C-7.5 were used. In the sector 2 is the maximum pressure in the knot and J22 is mca 22.98. That pipe 1 ½ ""type C-10 were used
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