Bibliographic citations
Sandoval, E., (2016). Diseño hidráulico para el mejoramiento del sistema de agua potable e instalación del sistema de alcantarillado en el centro poblado Toma de los Leones – Paiján – Ascope – La Libertad [Tesis, Universidad Privada de Trujillo]. http://repositorio.uprit.edu.pe/handle/UPRIT/40
Sandoval, E., Diseño hidráulico para el mejoramiento del sistema de agua potable e instalación del sistema de alcantarillado en el centro poblado Toma de los Leones – Paiján – Ascope – La Libertad [Tesis]. : Universidad Privada de Trujillo; 2016. http://repositorio.uprit.edu.pe/handle/UPRIT/40
@misc{renati/972822,
title = "Diseño hidráulico para el mejoramiento del sistema de agua potable e instalación del sistema de alcantarillado en el centro poblado Toma de los Leones – Paiján – Ascope – La Libertad",
author = "Sandoval Orbegoso, Elsa Cecilia",
publisher = "Universidad Privada de Trujillo",
year = "2016"
}
This thesis work: "HYDRAULIC DESIGN FOR IMPROVING WATER SYSTEM AND INSTALLATION OF SEWAGE SYSTEM IN THE CENTER TOWN TAKES LIONS - Paiján district - Ascope province - DEPARTMENT OF LIBERTY", it has been developed by the problem of gastrointestinal diseases. The drinking water is deficient in the Town Center, the water source is open pit well, elevated tank 06 m3, adduction line, transmission and distribution networks is obsolete, use latrines for not having networks sewage, causing health problems to the population. The Town Center, is among the levels 51.00 and 57 m.s.n.m and the following UTM coordinates North and East 9146356,952 687110,382. It has been determined that the type of soil in the area is silty sand (SP - SM); the terrain is hilly. Has been conducted population studies determined a target population of 100 families occupying the Town Center, recital 5 inhabitants per batch, resulting in a target population of 500 inhabitants. The hydraulic design of water flow has maximum hours of 1.5166 l / sec. Driveline 3.5 ", volume 20 m3 reservoir, driveline 948.34 m, 1381.12 m distribution line, To meet the standard D.S. 031 - 2010 S.A. water should be chlorinated; and sewerage hydraulic design has a flow rate of 1.3957 l / sec., collector length 1384.933 m network, broadcast network 290 474 m. 34 und mailboxes. Diameter collector network 6 "network issue 8" Considering the standards of the National Building Regulations, obtaining a comprehensive infrastructure project that includes the installation of distribution network with domiciliary facilities for water system installation of collection networks, broadcasters, house connections to the sewerage system.
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