Rediseño del sistema de Captación Bombeo y línea de impulsión de agua cruda para planta Potabilizadora de la parroquia Laurel cantón Daule - provincia del Guayas
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2022-11
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Universidad de Guayaquil - Facultad de Ciencias Matemáticas y Físicas - Carrera de Ingeniería Civil
Resumen
La planta de agua de la parroquia rural El Laurel, fue diseñada para producir un caudal máximo de 34 L/s, actualmente puede producir un caudal promedio de 20 L/s debido a la deficiencia en el caudal de ingreso de agua cruda que proviene desde la captación que se encuentra a 591m de distancia, la captación se realiza en el Rio Pula y se impulsa hasta la planta potabilizadora a través de la tubería de impulsión existente. El objetivo de este trabajo es rediseñar el sistema de captación, estación de bombeo y línea de impulsión existente mediante cálculos y modelos hidráulicos que permitan asegurar el caudal de ingreso de agua cruda necesario a la planta potabilizadora garantizando la calidad, continuidad y ampliación de la cobertura del servicio de agua potable en la parroquia El Laurel. La metodología aplicada comprendió en la recopilación de información, análisis del sistema existente, cálculos y modelos hidráulicos (watergems, Flow master) y propuesta de rediseño para un periodo de 25 años. Con los resultados obtenidos se concluye que para garantizar un caudal de diseño a 25 años de 65.5L/s se debe cambiar toda la línea de impulsión a un diámetro de 200mm y construir un tanque de almacenamiento de 1000m3 lo cual permitiría dar una solución al problema existente. Adicional, se recomienda aumentar la capacidad de los módulos de tratamiento mediante un rediseño que permita abastecer la demanda actual y futura en la distribución.
The water purification plant in the rural parish of El Laurel, was designed to produce a maximum flow of 34 L/s, currently it can produce an average flow of 20 L/s due to the deficiency in the inflow of raw water that comes from the catchment that is 591m away. The catchment is carried out in the Pula River and is driven to the water treatment plant through the existing drive pipeline. The objective of this work is to redesign the existing intake system, pumping station, and impulsion line by means of calculations and hydraulic models that allow ensuring the flow of raw water input, necessary to the water treatment plant, guaranteeing the quality, continuity, and expansion of the coverage of the drinking water service in the parish of El Laurel. The applied methodology included the collection of information, analysis of the existing system, calculations and hydraulic models (watergems, Flow master) and a redesign proposal for a period of 25 years. With the results obtained, it is concluded that to guarantee a 25-year design flow of 65.5L/s, the entire discharge line must be changed to a diameter of 200mm and a 1000m3 storage tank built, which would allow a solution to the problem existing. Additionally, it is recommended to increase the capacity of the treatment modules through a redesign that allows supplying the current and future demand in the distribution.
The water purification plant in the rural parish of El Laurel, was designed to produce a maximum flow of 34 L/s, currently it can produce an average flow of 20 L/s due to the deficiency in the inflow of raw water that comes from the catchment that is 591m away. The catchment is carried out in the Pula River and is driven to the water treatment plant through the existing drive pipeline. The objective of this work is to redesign the existing intake system, pumping station, and impulsion line by means of calculations and hydraulic models that allow ensuring the flow of raw water input, necessary to the water treatment plant, guaranteeing the quality, continuity, and expansion of the coverage of the drinking water service in the parish of El Laurel. The applied methodology included the collection of information, analysis of the existing system, calculations and hydraulic models (watergems, Flow master) and a redesign proposal for a period of 25 years. With the results obtained, it is concluded that to guarantee a 25-year design flow of 65.5L/s, the entire discharge line must be changed to a diameter of 200mm and a 1000m3 storage tank built, which would allow a solution to the problem existing. Additionally, it is recommended to increase the capacity of the treatment modules through a redesign that allows supplying the current and future demand in the distribution.
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PLANTA, CAUDAL, IMPULSIÓN, BOMBEO, CAPTACIÓN
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APA