Bibliographic citations
Atto, R., Garcia, E. (2024). Diseño hidráulico del sistema de agua y alcantarillado del A.H. Nuevo Amanecer con Jesús, del distrito 26 de octubre - Piura [Tesis, Universidad Privada Antenor Orrego]. https://hdl.handle.net/20.500.12759/39771
Atto, R., Garcia, E. Diseño hidráulico del sistema de agua y alcantarillado del A.H. Nuevo Amanecer con Jesús, del distrito 26 de octubre - Piura [Tesis]. PE: Universidad Privada Antenor Orrego; 2024. https://hdl.handle.net/20.500.12759/39771
@misc{renati/499696,
title = "Diseño hidráulico del sistema de agua y alcantarillado del A.H. Nuevo Amanecer con Jesús, del distrito 26 de octubre - Piura",
author = "Garcia Valdiviezo, Erick Javier",
publisher = "Universidad Privada Antenor Orrego",
year = "2024"
}
The present research project is entitled “Hydraulic design of the water system and sewerage of the A.H. Nuevo Amanecer con Jesus, from the district 26 de Octubre - Piura”. Since they do not have these basic services so far, it was chosen to carry out this project with the specific objective of designing the drinking water system and sewerage in the A.H. ‘Nuevo Amanecer con Jesus’ to do this it was required in situ information of the population from the A.H. ‘Nuevo Amanecer con Jesús’ (surveys), the current population, the length (delimitation of the land), topographic survey and mechanics of soils, which greatly benefited us in the process of the water system and sewerage design. The A.H. ‘Nuevo Amanecer con Jesus’ currently has a population of 6969 inhabitants for the year “0”, the design period of 20 years whose future population would be 8503 by the year 2044, with a provision of 220l/inhabitants/day in urban areas with temperate and warm climate according to the RNE IS.010 Population > 2000 inhabitants, with a daily average flow of 36.591lt/s, also with a maximum hourly flow of 50.664lt/ s, the projected reservoir volume is 880m3, the following data for the sewerage system were obtained such as the daily maximum flow of 29.712lt/c and the maximum hourly flow of 40.971lt/d. In the modeling of drinking water using the waterCAD program we managed to obtain the following diameters, distribution grid (PVC-102mm), adduction line (PVC- 185.4mm), propulsion line (HD-300mm); according to regulations, a minimum pressure of 10 m.c.a. would be recommended. Regarding our results, it gives us a minimum pressure of 11.06 m.c.a. and a maximum pressure of 21.54 m.c.a. In the sewerage modeling using the SewerCAD program, a pipe diameter (PVC-192.2mm) was obtained, however, a pipeline diameter (240.2 mm) was chosen to be linked in the bz 57 - bz56 - Bz51- bz49 - BZ50, the pipe diameter to connect bz 50 to the discharge box is 302.6 mm, according to the RNE the minimum flow value to be considered will be 1.5l/s
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