Alternativa a la corrección de la eficiencia por DBO soluble en lagunas de estabilización.
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Ago 15, 2024
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Resumo
Lagoas de estabilização são um sistema de tratamento de águas residuais amplamente utilizado em áreas geográficas em desenvolvimento. Esses sistemas são caracterizados por seus grandes requisitos de espaço em termos de área devido aos tempos de retenção hidráulica estendidos necessários para a remoção de matéria orgânica das águas residuais. Um dos métodos mais conhecidos foi proposto em 1970 por McGarry & Pescod. Este modelo é principalmente empírico e baseado em experimentos conduzidos em modelos físicos. Algumas incertezas surgiram ao longo dos anos desde sua aplicação como modelo de projeto, uma das quais é o uso da Demanda Bioquímica de Oxigênio (DBO) solúvel como um parâmetro para correção de efluente primário para fornecer tratamento posterior. Este artigo apresenta uma alternativa mais intuitiva ao processo de correção usando DBO solúvel, que envolve a carga superficial orgânica máxima e a carga orgânica removida do efluente primário. A aplicação desta premissa resultou em eficiências teóricas superiores a 90% em todo o sistema de tratamento.
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Como Citar
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 de http://revistas.ustatunja.edu.co/index.php/lingenieux/article/view/3024
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Artículos
Referências
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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
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