Diseño de la red de Aguas servidas del sector 28 de agosto 2 ubicado en el cantón Durán provincia del Guayas - Ecuador
Fecha
2021-03
Título de la revista
ISSN de la revista
Título del volumen
Editor
Resumen
El siguiente trabajo de titulación corresponde a la realización del diseño de la red colectora de aguas servidas del sector 28 de Agosto 2, ubicado en el cantón Duran, provincia del Guayas, que se conectará al trazado de la red principal planteada por el proyecto definitivo de alcantarillado del cantón Durán.
Se muestra los conceptos bibliográficos, parámetros y criterios de diseños establecidos por la normativa de (SENAGUA, 2015) e (Interagua, 2015), y así cumplir de forma viable como lo requieren las buenas prácticas de la Ingeniería.
Mediante la simulación hidráulica en el software SewerCAD se diseña la red principal, secundaria y terciaria del sistema de recolección y transporte del sector.
En los resultados se obtuvieron caudales que cumplen con la capacidad hidráulica de los colectores propuestos, cuyos diámetros obtenidos son de 200 a 364 mm, los cuales serán de PVC. Los diámetros de los colectores terciarios serán de 160mm.
Se recomienda que el diseño propuesto sirva de base para el estudio definitivo y ejecución de la obra respectiva.
The following qualification work corresponds to the design of the sewage collection network of the 28 de Agosto 2 sector, located in the Duran canton, Guayas province, which will be connected to the layout of the main network proposed by the definitive project of sewer system of the Duran canton. The bibliographic concepts, parameters and design criteria established by the regulations of (SENAGUA, 2015) and (Interagua, 2015) are shown, and thus comply in a viable way as required by good engineering practices. Through hydraulic simulation in SewerCAD software, the main, secondary, and tertiary network of the sector's collection and transport system is designed. The results obtained flows that comply with the hydraulic capacity of the proposed collectors, pipes with diameters from 160mm to 364mm of PVC material were also obtained. It is recommended to enter the values correctly into the design software, also to distribute the areas in such a way that in its initial sections it is at a high elevation and to have a good use of soil for the correct choice of the type of flow.
The following qualification work corresponds to the design of the sewage collection network of the 28 de Agosto 2 sector, located in the Duran canton, Guayas province, which will be connected to the layout of the main network proposed by the definitive project of sewer system of the Duran canton. The bibliographic concepts, parameters and design criteria established by the regulations of (SENAGUA, 2015) and (Interagua, 2015) are shown, and thus comply in a viable way as required by good engineering practices. Through hydraulic simulation in SewerCAD software, the main, secondary, and tertiary network of the sector's collection and transport system is designed. The results obtained flows that comply with the hydraulic capacity of the proposed collectors, pipes with diameters from 160mm to 364mm of PVC material were also obtained. It is recommended to enter the values correctly into the design software, also to distribute the areas in such a way that in its initial sections it is at a high elevation and to have a good use of soil for the correct choice of the type of flow.
Descripción
pdf
Palabras clave
SEWERCAD, DISEÑO, SIMULACIÓN HIDRÁULICA, PARÁMETROS