Rediseño hidráulico de la red de alcantarillado sanitario, pluvial y de la planta de tratamiento de la parroquia Puerto el Carmen, cantón Putumayo, provincia de Sucumbíos

Abstract

PROPER MANAGEMENT OF STORM AND SANITARY SEWERS IS OF VITAL IMPORTANCE TO ENSURE PUBLIC HEALTH, ENVIRONMENTAL PROTECTION AND WELL-BEING OF COMMUNITIES. IN THIS CONTEXT, THE PRESENT TECHNICAL PROJECT TO OBTAIN THE DEGREE FOCUSES ON THE REDESIGN OF THE STORM AND SANITARY SEWERAGE NETWORK, AS WELL AS THE WASTEWATER TREATMENT PLANT OF THE PUERTO EL CARMEN PARISH, LOCATED IN THE PUTUMAYO CANTON. , PROVINCE OF SUCUMBÍOS, IN AN AREA OF 120 HECTARES WITH A CURRENT POPULATION OF 2682 INHABITANTS.

THE STORM AND SANITARY SEWER NETWORK HAVE 21,751 METERS OF PVC PIPES WITH DIAMETERS OF 200, 300, 400, 500, 600, 700, 800, 900 AND 1,000 MM WITH A TOTAL OF 378 INSPECTION WELLS FOR THE TWO SEWERAGE SYSTEMS. THE SANITARY NETWORK WAS DIVIDED INTO TWO SYSTEMS WITH THE OBJECTIVE OF NOT GOING TOO DEEP INTO THE WELLS, THE DISCHARGE OF THE SANITARY FLOW AFTER THE TREATMENT WILL BE CARRIED OUT INTO THE SAN MIGUEL RIVER. THE STORM SEWER NETWORK WAS DIVIDED INTO 15 SECTIONS THAT DISCHARGE DIRECTLY INTO THE RIVER; IT ALSO HAS A SUCTION VALVE AT THE DISCHARGE POINT IN ORDER TO PREVENT THE RETURN OF WATER FROM THE RIVER'S FLOOD. REFERENTIAL BUDGETS ARE PRESENTED WITH MACRO ITEMS WHERE THE COST OF THE PROJECT AND EXECUTION TIME ARE OBSERVED.