Design and construction of a vertical flow wetland at pilot scale

Authors

  • Luis Samaniego Moreno Universidad Autónoma Agraria Antonio Narro. Departamento de Riego y Drenaje
  • Eligio Pérez Hernández Universidad Autónoma Agraria Antonio Narro. Departamento de Riego y Drenaje
  • Enrique Mandujo Álvarez Universidad Autónoma Agraria Antonio Narro. Departamento de Riego y Drenaje
  • Francisco Dávila Ramos Universidad Autónoma Agraria Antonio Narro. Departamento de Riego y Drenaje

DOI:

https://doi.org/10.47808/revistabioagro.v2i1.278

Keywords:

constructed wetland, green filter, phytodepuration

Abstract

Natural treatment systems are characterized by their low cost of construction, operation and maintenance, as well as no use of fossil energy, being used for the removal of pollutant loads in wastewater. The knowledge we have today for proposing new designs, with the combination of different types of wetlands in this case vertical flow to treat wastewater from the Universidad Autonoma Agraria Antonio Narro (UAAAN). Used three barrels of 0.80 m tall with 0.60 m of diameter and 0.20 m3 of capacity per barrel, for the treatment of wastewater UAAAN, to which valves are installed for sampling throttles expense, spreaders for uniform distribution of water inside each barrel thus have the same flow conditions, to improve the hydrodynamic water and helping the environment with reduced pollutants. The theoretical residence time expected by the system for BOD at 20 mg L-1 is 5 d, considering an efficiency of 80 percent and a flow rate of 67 L d-1, whereas the expected value SST at 20 mg L-1 is 11 d, an efficiency of 96 percent and a flow rate of 30 L d-1. In making the proposed project will reach a great benefit to the ecosystem and a valuable contribution to the development of the institution by the importance of the treatment and reuse of wastewater. Broadly speaking, the construction and design of a natural system of treatment is very feasible, due at the materials used are very common and easy to acquire.

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References

Arce, V. A. L., Calderón M. C. G. y Tomasini, O. A. C. 2007. Fundamentos Técnicos para el Muestreo y Análisis de Aguas Residuales. Serie Autodidactica de Medición de la Calidad del Agua. Instituto Mexicano de Tecnología del Agua, IMTA y de la Subdirección General de Administración del Agua, CNA.

https://doi.org/10.24850/j-tyca-2017-04-10

García, J. y Corzo, A. 2008 Depuración con humedales construidos. Guía Práctica de Diseño, Construcción y Explotación de Sistemas de Humedales de Flujo Subsuperficial.

https://doi.org/10.31428/10317/9209

Guzmán, M. S. 2013. Eficiencia de remoción de carga orgánica en un sistema natural de tratamiento, evaluado por DQO. Tesis Licenciatura. Universidad Autónoma Agraria Antonio narro. 50 p.

https://doi.org/10.24850/j-tyca-2017-05-04

Kadlec, R. H., Knight, R. L., Vymazal, J., Brix, H., Cooper, P. y Haberl, R. 2000. Constructed Wetlands for Pollution Control: Processes, Performance, Design and Operation. IWA Specialist Group On use of Macrophytes in Water Pollution Control, IWA Publishing.

Rousseau, D., Vanrolleghem, P. y Pauw, N. 2004. Model-Based Design of Horizontal Subsurface Flow Constructed Treatment Wetlands: A review. Water Res., 38(6): 1484-1493.

https://doi.org/10.1016/j.watres.2003.12.013

Published

2014-07-18

How to Cite

Samaniego Moreno , L., Pérez Hernández, E., Mandujo Álvarez, E., & Dávila Ramos, F. (2014). Design and construction of a vertical flow wetland at pilot scale. Revista Biológico Agropecuaria Tuxpan, 2(1), 147–150. https://doi.org/10.47808/revistabioagro.v2i1.278

Issue

Section

Original Research Papers