Alternativa a la corrección de la eficiencia por DBO soluble en lagunas de estabilización.
Barra lateral del artículo
Publicado:
ago 15, 2024
Palabras clave:
agua residual, tratamiento de agua residual, PTAR, plantas de tratamiento, DBO, DBO soluble, lagunas
Contenido principal del artículo
Resumen
Las lagunas de estabilización son un sistema de tratamiento de aguas residuales muy utilizado en zonas geográficas en desarrollo. Estos sistemas se caracterizan por los grandes espacios utilizados en términos de área, debido a los altos tiempos de retención hidráulica que se necesitan para remover la materia orgánica del agua residual. Uno de los métodos más conocidos es el planteado en 1970 por McGarry & Pescod, este modelo es prácticamente empírico y se basa en experimentaciones realizadas en modelos físicos. Algunas incertidumbres han surgido al pasar los años desde su aplicación como modelo de diseño, una de ellas es la Demanda Bioquímica de Oxigeno (DBO) soluble como parámetro de corrección del efluente primario, que busca darle un pulido al efluente dentro del tratamiento. En este artículo se presenta una alternativa más intuitiva al proceso de corrección por DBO soluble, que involucra la carga orgánica superficial máxima y la carga orgánica removida del efluente primario. Se logró conseguir eficiencias teóricas con la aplicación de esta premisa superiores al 90% en todo el sistema de tratamiento
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Acosta-Castellanos, P. M., & Pacheco-Garcia, B. H. (2024). Alternativa a la corrección de la eficiencia por DBO soluble en lagunas de estabilización . L’esprit Ingénieux, 13(1), 76-87. Recuperado a partir de http://revistas.ustatunja.edu.co/index.php/lingenieux/article/view/3024
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Acosta-Castellanos, P. M., Castro Ortegón, Y. A., & Perico Granados, N. R. (2023). Regionalization of IDF Curves by Interpolating the Intensity and Adjustment Parameters: Application to Boyacá, Colombia, South America. Water 2023, Vol. 15, Page 561, 15(3), 561. https://doi.org/10.3390/W15030561
Acosta-Castellanos, P. M., & Queiruga-Dios, A. (2022). Education for Sustainable Development (ESD): An Example of Curricular Inclusion in Environmental Engineering in Colombia. Sustainability 2022, Vol. 14, Page 9866, 14(16), 9866. https://doi.org/10.3390/SU14169866
Amir, H., & Gevorg P. Pirumyan. (2018). Evaluation of Non-Organic Solids Removal in Wastewater Treatment of Pulp Factories with Ozonation. International Journal of Scientific Engineering and Science, 2, 9–11. https://www.academia.edu/36284661/Evaluation_of_Non_Organic_Solids_Removal_in_Wastewater_Treatment_of_Pulp_Factories_with_Ozonation
Aziz, J. A., & Tebbutt, T. H. Y. (1980). Significance of COD, BOD and TOC correlations in kinetic models of biological oxidation. Water Research, 14(4), 319–324. https://doi.org/10.1016/0043-1354(80)90077-9
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Castro Ortegón, Y. A., Acosta Castellanos, P. M., Pardo Garcia, M. A., & Guisa Arias, S. A. (2020). Design of an Aquaponic Production System for the Quinchas of the Municipality of Otanche - Boyacá, under the Approach of the New Rurality. ACM International Conference Proceeding Series, 219–224. https://doi.org/10.1145/3434780.3436672
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El-Rehaili, A. M. (1994). Implications of activated sludge kinetics based on total or soluble BOD, COD and TOC. Environmental Technology (United Kingdom), 15(12), 1161–1172. https://doi.org/10.1080/09593339409385525
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Eriksson, E., Auffarth, K., Henze, M., & Ledin, A. (2002). Characteristics of grey wastewater. Urban Water, 4(1), 85–104. https://doi.org/10.1016/S1462-0758(01)00064-4
Goffin, A., Guérin, S., Rocher, V., & Varrault, G. (2018). Towards a better control of the wastewater treatment process: excitation-emission matrix fluorescence spectroscopy of dissolved organic matter as a predictive tool of soluble BOD5 in influents of six Parisian wastewater treatment plants. Environmental Science and Pollution Research, 25(9), 8765–8776. https://doi.org/10.1007/s11356-018-1205-1
Leiviskä, T., Nurmesniemi, H., Pöykiö, R., Rämö, J., Kuokkanen, T., & Pellinen, J. (2008). Effect of biological wastewater treatment on the molecular weight distribution of soluble organic compounds and on the reduction of BOD, COD and P in pulp and paper mill effluent. Water Research, 42(14), 3952–3960. https://doi.org/10.1016/j.watres.2008.06.016
Mara, D. D. (2003). Domestic Wastewater treatment in developing countries (2nd ed.). Earthscan.
Mara, D. D., de Ceballos, B. S., & Silva, S. A. (1979). Design Verification for Tropical Oxidation Ponds. Journal of the Environmental Engineering Division, 105(1), 151–155. https://doi.org/10.1061/JEEGAV.0000864
Romero-Rojas, J. (2005). Lagunas de estabilización de aguas residuales. Escuela Colombiana de Ingeniería Julio Garavito, Bogota, Colombia.
Saqqar, M. M., & Pescod, M. B. (1992). Modelling coliform reduction in wastewater stabilization ponds. Water Science and Technology, 26(7–8), 1667–1677. https://doi.org/10.2166/WST.1992.0610
Acosta-Castellanos, P. M., & Queiruga-Dios, A. (2022). Education for Sustainable Development (ESD): An Example of Curricular Inclusion in Environmental Engineering in Colombia. Sustainability 2022, Vol. 14, Page 9866, 14(16), 9866. https://doi.org/10.3390/SU14169866
Amir, H., & Gevorg P. Pirumyan. (2018). Evaluation of Non-Organic Solids Removal in Wastewater Treatment of Pulp Factories with Ozonation. International Journal of Scientific Engineering and Science, 2, 9–11. https://www.academia.edu/36284661/Evaluation_of_Non_Organic_Solids_Removal_in_Wastewater_Treatment_of_Pulp_Factories_with_Ozonation
Aziz, J. A., & Tebbutt, T. H. Y. (1980). Significance of COD, BOD and TOC correlations in kinetic models of biological oxidation. Water Research, 14(4), 319–324. https://doi.org/10.1016/0043-1354(80)90077-9
Cárdenas, C., Perruelo, T., Fernández, D., Quero, R., Chávez, E., Saules, L., & Herrera, L. (2002). Treatment for domestic wastewater by using aerated ponds. Revista Tecnica de La Facultad de Ingenieria Universidad Del Zulia, 25(2), 00–00. http://ve.scielo.org/scielo.php?script=sci_arttext&pid=S0254-07702002000200003&lng=es&nrm=iso&tlng=es
Castro Ortegón, Y. A., Acosta Castellanos, P. M., Pardo Garcia, M. A., & Guisa Arias, S. A. (2020). Design of an Aquaponic Production System for the Quinchas of the Municipality of Otanche - Boyacá, under the Approach of the New Rurality. ACM International Conference Proceeding Series, 219–224. https://doi.org/10.1145/3434780.3436672
Crini, G., & Lichtfouse, E. (2019). Advantages and disadvantages of techniques used for wastewater treatment. Environmental Chemistry Letters, 17(1), 145–155. https://doi.org/10.1007/S10311-018-0785-9/METRICS
El-Rehaili, A. M. (1994). Implications of activated sludge kinetics based on total or soluble BOD, COD and TOC. Environmental Technology (United Kingdom), 15(12), 1161–1172. https://doi.org/10.1080/09593339409385525
Ellis, K. V., & Rodrigues, P. C. C. (1995). Multiple regression design equations for stabilization ponds. Water Research, 29(11), 2509–2519. https://doi.org/10.1016/0043-1354(95)00081-U
Eriksson, E., Auffarth, K., Henze, M., & Ledin, A. (2002). Characteristics of grey wastewater. Urban Water, 4(1), 85–104. https://doi.org/10.1016/S1462-0758(01)00064-4
Goffin, A., Guérin, S., Rocher, V., & Varrault, G. (2018). Towards a better control of the wastewater treatment process: excitation-emission matrix fluorescence spectroscopy of dissolved organic matter as a predictive tool of soluble BOD5 in influents of six Parisian wastewater treatment plants. Environmental Science and Pollution Research, 25(9), 8765–8776. https://doi.org/10.1007/s11356-018-1205-1
Leiviskä, T., Nurmesniemi, H., Pöykiö, R., Rämö, J., Kuokkanen, T., & Pellinen, J. (2008). Effect of biological wastewater treatment on the molecular weight distribution of soluble organic compounds and on the reduction of BOD, COD and P in pulp and paper mill effluent. Water Research, 42(14), 3952–3960. https://doi.org/10.1016/j.watres.2008.06.016
Mara, D. D. (2003). Domestic Wastewater treatment in developing countries (2nd ed.). Earthscan.
Mara, D. D., de Ceballos, B. S., & Silva, S. A. (1979). Design Verification for Tropical Oxidation Ponds. Journal of the Environmental Engineering Division, 105(1), 151–155. https://doi.org/10.1061/JEEGAV.0000864
Romero-Rojas, J. (2005). Lagunas de estabilización de aguas residuales. Escuela Colombiana de Ingeniería Julio Garavito, Bogota, Colombia.
Saqqar, M. M., & Pescod, M. B. (1992). Modelling coliform reduction in wastewater stabilization ponds. Water Science and Technology, 26(7–8), 1667–1677. https://doi.org/10.2166/WST.1992.0610