Bibliographic citations
Arteaga, G., Prieto, C. (2020). Diseño de los sistemas para agua potable, alcantarillado y drenaje en nuevas vías, por expansión urbana, en el distrito de Bolívar, provincia Bolívar [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/6476
Arteaga, G., Prieto, C. Diseño de los sistemas para agua potable, alcantarillado y drenaje en nuevas vías, por expansión urbana, en el distrito de Bolívar, provincia Bolívar [Tesis]. : Universidad Privada Antenor Orrego; 2020. https://hdl.handle.net/20.500.12759/6476
@misc{renati/379264,
title = "Diseño de los sistemas para agua potable, alcantarillado y drenaje en nuevas vías, por expansión urbana, en el distrito de Bolívar, provincia Bolívar",
author = "Prieto Rengifo, Cristian Marthan",
publisher = "Universidad Privada Antenor Orrego",
year = "2020"
}
This investigation will resume in the design of a potable water, sewerage and drainage system that was carried out in the San Juan neighborhood that was opened by urban expansion in accordance with the territorial planning plan of the provincial municipality of Bolívar. Which is located in the district of Bolívar, province of Bolívar, in the department of La Libertad. for this, a topographic survey and recognition of the area was carried out so that in this way the surface of the land that is rough and the soil with the presence of vegetation and part of rocky material with heights of 3150 to 3200 m.s.n.m. With this data, work began on the proposed area of study. The population growth rate study was carried out with the different methods affected, which resulted in a population that benefited from 536 inhabitants occupying 134 lots for a period of 20 years, with these data modeled in WATERCAD V8i, SEWERCAD V8i and HidroEsta. They require a total of 2445 ml of pipes with 20 knots for the drinking water network, with varying diameters of 2 "1/2 to 1/2" of C-7.5 PVC, verifying the pressures and speeds in the pipes. For the sewerage network, a total of 1994 ml of S-25 PVC pipe 6 "in diameter and 53 mailboxes 1.2 m high, checking the speeds of the tension of tension greater than 1Pa and the belt covering 75% of the diameter of the pipe. For the drainage system, obtain the maximum loss by the method of log-Pearson type III of 63.56 mm, then the concentration time of 1.72hrs and the design flow of 1.35m3 / s with this the ditches of 3:1 and 1.5:1 slope for both sides of the concrete track and sewers of 1.2m minimum height, 0.50m wide and 2% slopes and other specific points indicated in the plans in annexes.
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