Diseño del alcantarillado sanitario y pluvial para mejorar la calidad de vida de la parroquia Puerto Misahuallí, cantón Tena, provincia de Napo

Abstract

For the development of this project, the design of sanitary and storm sewers and a proposal for a wastewater treatment plant were proposed to minimize the contamination of the waters that are discharged to the main water tributaries of the parish since it is a highly tourist area. . To carry out the topographic studies, the georeferenced total station was used, with two existing BMs on the site, which guaranteed that the survey had a minimum margin of error, after which the design was carried out in the Civil 3D software taking into account the regulations: national and international for the design of sewerage networks; the use of PVC-type pipe with a nominal diameter of 250 millimeters, with a length of 6844.66 meters in the sanitary sewer, a nominal diameter of 400 millimeters, with a length of 466.59 meters and 600 millimeters in nominal diameter, with a length of of 4498.29 meters for the storm sewer, verifying that all the established hydraulic parameters are met. At the end of the design, twenty four detail plans, 3 hydraulic calculation sheets, 5 water treatment plant design calculation sheets and a referential budget of USD 2,806,737.38 cents were obtained as a final product so that in a In the future, this project can be executed, thus contributing to the development of the Puerto Misahuallí parish.