Bibliographic citations
Tello, J., Ríos, O. (2022). Diseño hidráulico de la red de agua potable y alcantarillado para la mejora de la calidad de vida de la población de los sectores vecinos unidos I y II del sector Taquila – Las Delicias - distrito de Moche [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/9104
Tello, J., Ríos, O. Diseño hidráulico de la red de agua potable y alcantarillado para la mejora de la calidad de vida de la población de los sectores vecinos unidos I y II del sector Taquila – Las Delicias - distrito de Moche [Tesis]. PE: Universidad Privada Antenor Orrego; 2022. https://hdl.handle.net/20.500.12759/9104
@misc{renati/1341737,
title = "Diseño hidráulico de la red de agua potable y alcantarillado para la mejora de la calidad de vida de la población de los sectores vecinos unidos I y II del sector Taquila – Las Delicias - distrito de Moche",
author = "Ríos Calderón, Omar Rodrigo.",
publisher = "Universidad Privada Antenor Orrego",
year = "2022"
}
The main objective of this thesis is to carry out a hydraulic design of the drinking water and sewerage network of the vecinos unidos I and vecinos unidos II zones of the Taquila sector – Las Delicias – District of Moche, in order to improve the quality of life of the population. To do this, we first conducted a survey to know, from the population itself, their perspective on the current situation of the sanitary system in the area, having obtained the data of said survey and seeing that there is a positive reaction towards a possible implementation of these basic services, we proceed to collect relevant previous field information such as the soil study and topography of the area, which give us the physical characteristics of the zone that are indispensable for a subsequent design. After collecting the necessary prior information, we proceed to transfer and process said data using 2 softwares: watercad connect edition y sewercad connect edition for the designs of the drinking water and sewer network respectively, from which we obtain on average a demand of 0.005 l/s and a pressure of 12.70 m.c.a, Qmd (maximum daily flow rate) = 1 l/s; according to the design period (in the case of the design of the drinking water network) and we have a total of 22 drainage boxes, 16 of them are between 1 – 2 m. an the other 6 are between 2 – 3 m and we got a total of 856.90 m. of PVC pipes for collectors of which 74% corresponds to 6““ pipes and the rest of 8““ (for the case of sewerage network design). Subsequently, we capture all the data, parameters and network design validated by both softwares in autocad plans, as well as the elaboration of detailed plans of the elements that make up the sanitary network. We conclude that the designs of the drinking water and sewerage networks and their consequent execution in the reality of the area, will have a satisfactory impact on the quality of life of the population of the aforementioned sectors
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