Citas bibligráficas
Becerra, W., Plasencia, O. (2019). Proyecto de diseño de las diferentes estructuras del sistema de abastecimiento de agua potable del caserío pampas de san Juan del pueblo de conache del distrito de Laredo - provincia de Trujillo - la libertad [Tesis, Universidad Privada Antenor Orrego - UPAO]. https://hdl.handle.net/20.500.12759/5378
Becerra, W., Plasencia, O. Proyecto de diseño de las diferentes estructuras del sistema de abastecimiento de agua potable del caserío pampas de san Juan del pueblo de conache del distrito de Laredo - provincia de Trujillo - la libertad [Tesis]. : Universidad Privada Antenor Orrego - UPAO; 2019. https://hdl.handle.net/20.500.12759/5378
@misc{renati/374714,
title = "Proyecto de diseño de las diferentes estructuras del sistema de abastecimiento de agua potable del caserío pampas de san Juan del pueblo de conache del distrito de Laredo - provincia de Trujillo - la libertad",
author = "Plasencia Pérez, Omar Anthony",
publisher = "Universidad Privada Antenor Orrego - UPAO",
year = "2019"
}
The proposal of this thesis was developed in order to provide an alternative solution for water supply, for the Caserio Pampas de San Juan, the project is called: “DESIGN PROJECT OF THE DIFFERENT STRUCTURES OF THE WATER SUPPLY SYSTEM POTABLE OF THE CASERÍO PAMPAS OF SAN JUAN OF THE PEOPLE OF CONACHE OF THE DISTRICT OF LAREDO - PROVINCE OF TRUJILLO - THE FREEDOM “. The Caserio de Pampas de San Juan belongs to the District of Laredo of the Province of Trujillo which currently does not have a potable water supply system, that is why the need arises to solve the existing problems in the design of Water Supply. To this end, a Project was designed to design a Water Reservoir with a new Design of the Drinking Water Network with a design period of 20 years with a storage capacity of 200m3. The structural design of the Reservoir was made with the parameters according to the E.030 standard according to the area where the reservoir will be projected. - Z = 0.45 (zone 4) - Caserío Pampas de San Juan - Laredo - U = 1.5 (Category A) - Water Reservoirs - S = 1.1 (S3) - Rigid floors - Tp (s) = 1 - Ct = 60 (concrete walls) - R = 6 (concrete walls) - n = 9.66 The Design of the Line of Drive, Line of conduction and the network of drinkable water was realized, in which the technical requirements and the hydraulic parameters were applied. Finally, a budget was made only with metrics without the costs, since these usually vary weekly or monthly.
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