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Ramírez, J. S., Rodriguez Loaiza, D. C., & Asprilla, W. J. (2022). Subsurface—flow Artificial Wetlands: Comparison of Design Methodologies for the Calculation of the Surface Area based on the Removal of Organic Matter. Ingenierías USBmed, 11(1), 65–73. https://doi.org/10.21500/20275846.4558 (Original work published August 4, 2020)
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Abstract

The artificial wetlands envisions a good alternative in the field of wastewater, as integrated solutions.. In this way, 4 methodologies proposed by different authors are collected selectively to estimate the surface area of subsurface wetlands, both horizontal and vertical, to compare the design parameters used by each author or reference. It´s concluded that both Kadlec and Reed-RAS 2000 are the most recommended references for design of artificial wetlands due to similarity of results and applicability in practical cases, also because they use variables such as the first-order biokinetic constants, the porosity of the granular medium or support of the plant material, background concentration, inlet flow to the system and the inlet and outlet concentrations in terms of BOD5. These variables are important from the hydraulic and construction costs point of view, since they influence the economic viability of artificial wetlands for the implementation of these as an alternative treatment of wastewater.

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References

[1] Vymazal, J. (2014). Constructed wetlands for treatment of industrial wastewaters: A review. Ecological Engineering. 73, 724–751.

[2] Kadlec, R. H., Wallace, S. D. (2009). Treatment Wetlands, Second Edition. Treatment Wetlands, Second Edition.

[3] Levenspiel, O. (2004). Ingeniería de las reacciones químicas. Tercera Edición. México: LIMUSA WILEY

[4] Sabas, C.A. (2011). Evaluación hidrodinámica de humedales construidos a escala de laboratorio. Universidad tecnológica de Pereira. Facultad de Ciencias Ambientales. Maestría en Ecotecnología, 31p

[5] Romero, M., Colín, A., Sanchez, E., Ortiz, L. (2009) Tratamiento de aguas residuales por un sistema piloto de humedales artificiales: evaluación de la remoción de la carga orgánica. Rev. Int. Contam. Ambient. 25 (3), 157-167

[6] Reynolds, K. (2002). Tratamiento de aguas residuales en Latinoamérica. Latinoamérica. 12, 1-4.

[7] United States Environmental Protection Agency (USEPA). 2000. Manual: Constructed Wetlands Treatment of Municipal Wastewaters. Cincinnati, Ohio, Estados Unidos. 166 pp.

[8] Garcia, J., Corzo, A. (2009). Depuración con Humedales Construidos.

[9] Ramond, J., Welz, P., Cowan, D. Burton, S. (2012). Microbial community structure stability, a key parameter in monitoring the development of constructed wetland mesocosm during start-up. Research in Microbiology. 163, 28-35.

[10] Cooper, P. (2005). The performance of vertical flow constructed wetland systems with special reference to the significance of oxygen transfer and hydraulic loading rates. Water Science & Technology. 5, 81-90.

[11] EPA. (1993). Subsurface flow constructed wetlands for wastewater treatment. A technology assessment. Ecological Engineering. 2 (4), 382.

[12] Rolim, M. S. (2000). Lagunas de Estabilización. En: Como utilizar Aguas Residuales Tratadas en Sistemas de Regadío. Santa Fé de Bogotá. McGraw-Hill

[13] Halverson, N. (2004). Review of constructed subsurface flow vs.surface flow wetlands. Aiken: Westing house Savanna River Company. Estados Unidos. 42 pp.

[14] Plaza de los Reyes, C., Vera, L., Salvato, M., Borin, M., Vidal, G. (2011). Consideraciones para la eliminación de nitrógeno en humedales artificiales. Tecnología del Agua. 31, 41-49.

[15] Delgadillo, O., Camacho, A., Serie, M. A. (2010). Depuración de aguas residuales por medio de humedales artificiales.

[16] Ortiz, C. E. E. (2014). Factibilidad del diseño de un humedal de flujo subsuperficial para el tratamiento de aguas residuales municipales de 30.000 habitantes camilo eduardo espinosa ortíz maestría en ingeniería civil, 1–81.

[17] Bitton, G. 2011. Wastewater microbiology. 4th ed. John Wiley Sons. Unites States. 781 pp.

[18] de Miguel Beascoechea, E., de Miguel Muñoz, J., Curt Fernández de la Mora, M. D. (2000). Manual de fitodepuración. Filtros de macrofitas en flotación. (J. Fernández Gonzalez, Ed.) Madrid.

[19] Ahn, C., Gillevet, P. & Sikaroodi, M. 2007. Molecular characterization of microbial communities in treatment microcosm wetlands as influenced by macrophytes and phosphorus loading. Ecological Indicators. 7, 852-863.

[20] Crites, R. W., Middlebrooks, J., Reed, S. C., & Group, F. (2006). Wastewater Systems.

[21] Resolución 0330 de 2017 expedida por el Ministerio de Vivienda, Ciudad y Territorio “Por la cual se adopta el Reglamento Técnico para el Sector de Agua Potable y Saneamiento Básico – RA. Colombia. Bogota

[22] Ministerio de Medio Ambiente y Medio Rural y Marino, e. (2010). Manual para la implantación de sistemas de depuración en pequeñas poblaciones. (R. J. Á. Ortega de Miguel Enrique, Ferrer Medina Yasmina, Salas Rodríguez Juan José, Aragón Cruz Carlos, Ed.).

[23] von Münch, E. (2010). Humedales Artificiales para el trata- miento de aguas grises y aguas re- siduales domésticas en países en desarrollo Borrador, (March), 1–27.

[24] Metcalf Y Eddy, INC. (1995). Ingeniería de Aguas Residuales. Tratamiento, Vertido y Reutilización, 3a ed. McGraw-Hill, New York.

[25] Rodriguez, D.C., Pino, N., Peñuela, G. (2011). Monitoring the removal of nitrogen by applying a nitrification–denitrification process in a Sequencing Batch Reactor (SBR). Bioresource Technology. 102, 2316–2321

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