Diseño de la red de alcantarillado combinado para el barrio La Providencia, parroquia Amaguaña

Abstract

This design is important to drive wastewater to the sewer system, which allows the population to no longer discharge sewage into Miranda creek or make use of septic tanks. For which it was essential to follow a methodology that in this case includes: existing pipework cadaster, typographic, surveys/ censuses, identification of impacts and Leopold’s matrix. Once the information was obtained and with the use EPMAPS-Q standard, the design was defined with their respective calculations. Accordingly, the design consists of a PVC pipework of 300, 350, 450 and 500 mm in diameter with a total length of 3144.30 m, 56 B1 type revision wells, 5 jump wells and a spillway that discharges the rain surplus that to Miranda steam and the discharge will be made in the existing pipework to which it will connect. Additionally, the project has an environment record that defines the possible environment management plan to mitigate them.