Analysis of surface waters with high phosphate content for the design of a drinking water treatment plant
Main Article Content
Abstract
The objective of this research is the design of a drinking water treatment plant from surface waters. The sampling of the raw water from the catchment is carried out systematically for four consecutive weeks; The samples taken were characterized in a quality control laboratory through physical-chemical and microbiological tests according to Technical Standard INEN 1108: 2014 referring to Drinking Water Requirements. It is identified that the water samples contain phosphate concentrations and turbidity outside the permissible limits according to current regulations, for turbidity 5 NTU and for phosphates 0,1 mg/L. In order to reduce the phosphate concentration, laboratory-level treatability tests are carried out, carrying out dosages of copper sulfate in solution for each liter of raw water. The addition of 5 mg/L of copper sulfate decreases the phosphate concentration by 82.5%, a parameter that is within the established norm. The addition of 5 mg / L of copper sulfate decreases the phosphate concentration by 82,5%, a parameter that is within the established norm. Based on a maximum treatment flow rate of 24L/s of surface water collection, engineering and design calculations are carried out for the drinking water treatment plant that contains a flow meter, two settlers, two thick rising filters and three slow filters. with fine sand. The flow meter is a parshall type with a throat width of W = 0,229; the classic settler with a critical settling speed Vsc = 0,26 mm/s; the thick rising filter with a filtration speed of
Vf = 0,6 m / h and the slow filter with a filtration speed of Vf = 0,3 m/h.
Downloads
Article Details
References
Barraque, C. (1979). Manual técnico del agua.
Basile, P. A. (2018). Transporte de sedimentos y morfodinamica de rios aluviales. In Biomass Chem Eng.
Bersillon, J.-L. (1999). Water Purification and Disinfection Processes. Acta Hydrochimica et Hydrobiologica, 27(2), 98–100.
Boccelli, D. L., Small, M. J., & Diwekar, U. M. (2004). Treatment plant design for particulate removal: Effects of flow rate and particle characteristics. Journal / American Water Works Association, 96(11), 77–90.
Bogardi, J. J. (2003). Las políticas del agua en el siglo XXI. Science, 259–279.
Camacho, N. C. C. (2011). Tratamiento de agua para consumo humano. Ingeniería Industrial, 29, 153–224.
Correl, D. (1998). The Role of Phosphorus in the Eutrophication of Receiving Waters: A Review. Journal Environmental Quality.
Galvis G, Latorre J, T. J. (1998). Filtración en múltiples etapas: tecnología innovativa para el tratamiento de agua.
Guerrero, R. (1976). Manual de Tratamiento de Aguas. México: Limusa.
INEN. Norma Técnica Ecuatoriana. Agua Potable. Requisitos. , (2014).
Lee, & Kim. (2007). Water-Treatment - System design for turbidity removal. Environmental Engineering, 67(6), 14–21.
Merkel, W. (2003). El futuro de la industria de agua en el mundo. Ingeniería Del Agua, 10(3), 337.
Monroy, M. (2010). Medidores De Flujo En Canales Abiertos. Biblioteca.Usac.Edu.Gt, 1–119.
Quiñones, E., Bustos, C., Vives, L., Miranda, V., & Villarreal, A. (2014). Diseño de un sedimentador mediante la dinámica de fluidos computacional y su construcción a escala de laboratorio. (4), 161–167.
Rodríguez, M. J., Rodríguez, G., Serodes, J., & Sadiq, R. (2007). Subproductos de la desinfección del agua potable: Formación, aspectos sanitarios y reglamentación. Interciencia, 32(11), 749–756.
Romero, M. (2008). Tratamientos utilizados en La potabilización de agua. Boletin Electronico Facultad de Ingeniería - Universidad Rafael Landívar, (08), 1–12.
Torres, P Cruz, C. (2009). Índices De Calidad De Agua En Fuentes Superficiales Utilizadas En La Producción De Agua Para Water Quality Index in Surface Sources Used in Water Production for Human Consumption . a Critical Review. 8(15), 79–94.
Vandijk, J. C.; Oomen, J. H. (1978). Filtración lenta en arena para abastecimiento público de agua en países en desarrollo: manual de diseño y construcción. La Haya. CIR-OMS.
Vidal, R., Martínez, F., & Ayza, M. (1994). Aplicaciones de los modelos de calidad en la simulación de las redes de distribución de agua potable. Ingeniería Del Agua, 1(3), 55–68.