Estudio y diseño de los sistemas de alcantarillado sanitario y pluvial de la cabecera parroquial de Jesús María del cantón Naranjal, provincia del Guayas.

The problem here is very high because the sanitary conditions are not appropriate for a good quality of life and how to evacuate wastewater from homes are not technically correct and very hygienic. The main objective which this study is to deliver to its inhabitants a useful and appropriate design, which proposes, Networks Sewerage and Stormwater with their respective treatment. The research methodology that was done was to literature, document review, on the web, with the support of field research (survey, leveling, soil survey), especially practical in direct contact with the sector. The data obtained were realized in Excel and simulated in programs like Cype Cad. A system for Mercedes, pipes with diameter of 200 mm with a length of 2609.56 m and 315 mm pipeline, with a length of 215.12 m, central Posos 48 Moat download septic Anaerobic filter type, to an irrigation canal was used. In Jesus Maria a system pipes with diameters of 200 mm with a length of 2517.17 m, central Posos 38 Moat download septic Anaerobic filter type, to the river was used. The AA.LL, have a system of discharge into irrigation canals for the Mercedes system, pipes with diameters of 400 mm with a length of 2046.89 m, Pipe 450 mm, with a length of 336.04 m, is used Pipe 475 mm, with a length of 122.90 and 600 mm pipeline, with a length of 374.51m, central Posos 48 and unloading will be done at an irrigation canal. In Jesus Maria a system pipes with diameters of 400 mm with a length of 1536.05 m, Pipe 475 mm with a length of 137.45 and Pipe 600 mm, with a length of 916.88 mm, central Posos 38 is used the discharge will be done at an irrigation canal.

• Main Author: Simbaña Ramírez, Wilson Humberto (author)
• Format: bachelorThesis
• Language: spa
• Published: 2015
• Subjects: SISTEMA DE TUBERIA; FOSA SEPTICA
• Online Access: http://repositorio.utmachala.edu.ec/handle/48000/5919