Red de alcantarillado para el poblado San Juan, distrito de Changuillo, Nazca, 2022
Fecha
2023
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Universidad Nacional San Luis Gonzaga.
Resumen
Este proyecto de tesis tiene como objetivo general, diseñar la red de alcantarillado para el
poblado san juan, distrito de Changuillo, Nazca. Donde se dio a conocer las problemáticas
sanitarias que presentaba en Centro Poblado San Juan, ya que no cuenta con los servicios de
alcantarillado sanitario, generando que los pobladores viertan sus aguas residuales al canal de
agua más cercano del lugar, provocando problemas sanitarios en aguas de uso agrícola.
La metodología empleada para el presente proyecto de tesis es del tipo no experimental, de
enfoque cualitativo, nivel descriptivo, diseño longitudinal. El diseño de la red de alcantarillado
tiene como resultado una proyección de vida útil de 20 años, estará al servicio de una población
de 402 habitantes, teniendo un caudal de aporte hacia la PTAR de 1.81 l/s, el diseño trabaja con
una tubería de 200 mm, se utiliza el software SewerCAD para el modelamiento del diseño,
cumpliendo con las especificaciones de la norma OS.070 redes de aguas residuales, teniendo el
diseño una pendiente mínima de 0.5%, velocidad mínima de 0.60 m/s y una velocidad máxima
de 4.5 m/s con una tensión tractiva mínima de 1.12 y máxima de 41.59 pascales cumpliendo con
la condición de autolimpieza, con un tirante inferior al 75% de la tubería.
De acuerdo a los resultados obtenidos, cumpliendo el diseño con la norma OS.070 se elaboró el
plano en base a 3 capas; la red de alcantarillado, las curvas de nivel y lotes del CP San Juan, con
sus respectivas coordenadas
The general objective of this thesis project is to design the sewage network for the town of San Juan, district of Changuillo, Nazca. Where the sanitary problems presented in the San Juan Town Center were disclosed, since it does not have sanitary sewage services, causing the residents to pour their wastewater into the closest water channel to the place, causing sanitary problems in sewage waters. agricultural use. The approach for this thesis project is of the non-experimental type, with a qualitative approach, descriptive level, longitudinal design. The design of the sewerage network has a projected useful life of 20 years, it will serve a population of 402 inhabitants, having a contribution flow to the PTAR of 1.81 l/s, the design works with a 200 mm pipe , the SewerCAD software is used for modeling the design, complying with the specifications of the OS.070 standard for wastewater networks, with the design having a minimum slope of 0.5%, a minimum speed of 0.60 m/s and a maximum speed of 4.5 m. /s with a minimum tractive tension of 1.12 and a maximum of 41.59 pascals, complying with the self-cleaning condition, with a tightness of less than 75% of the pipe. According to the results obtained, complying with the design with the OS.070 standard, the plan was elaborated based on 3 layers; the sewage network, the contour lines and lots of the CP San Juan, with their respective coordinates
The general objective of this thesis project is to design the sewage network for the town of San Juan, district of Changuillo, Nazca. Where the sanitary problems presented in the San Juan Town Center were disclosed, since it does not have sanitary sewage services, causing the residents to pour their wastewater into the closest water channel to the place, causing sanitary problems in sewage waters. agricultural use. The approach for this thesis project is of the non-experimental type, with a qualitative approach, descriptive level, longitudinal design. The design of the sewerage network has a projected useful life of 20 years, it will serve a population of 402 inhabitants, having a contribution flow to the PTAR of 1.81 l/s, the design works with a 200 mm pipe , the SewerCAD software is used for modeling the design, complying with the specifications of the OS.070 standard for wastewater networks, with the design having a minimum slope of 0.5%, a minimum speed of 0.60 m/s and a maximum speed of 4.5 m. /s with a minimum tractive tension of 1.12 and a maximum of 41.59 pascals, complying with the self-cleaning condition, with a tightness of less than 75% of the pipe. According to the results obtained, complying with the design with the OS.070 standard, the plan was elaborated based on 3 layers; the sewage network, the contour lines and lots of the CP San Juan, with their respective coordinates
Descripción
Palabras clave
Red de alcantarillado, Problemática sanitaria, Diseño de la red, Sewage network
