Two-Phase Anaerobic Digestion of Municipal Organic Solid Wastes

Authors

  • R. Rodríguez-Pimentel 1Biotechnology Department, Universidad Autónoma Metropolitana, Av. San Rafael Atlixco 186, Col. Vicentina, 09340 Iztapalapa, D.F, Mexico
  • F. Ramírez-Vives Biotechnology Department, Universidad Autónoma Metropolitana, Av. San Rafael Atlixco 186, Col. Vicentina, 09340 Iztapalapa, D.F, Mexico
  • A. de Jesús-Rojas Biotechnology Department, Universidad Autónoma Metropolitana, Av. San Rafael Atlixco 186, Col. Vicentina, 09340 Iztapalapa, D.F, Mexico
  • F. J. Marti­nez-Valdez Universidad Autnoma Metropolitana, Av. San Rafael Atlixco 186, Col. Vicentina, 09340 Iztapalapa, D.F, Mexico.
  • S. Rodríguez-Pérez Universidad de Oriente, Patricio Lumumba s/n, C.P. 223.0.06824, Santiago de Cuba.
  • O. Monroy-Hermosillo Universidad Autónoma Metropolitana, Av. San Rafael Atlixco 186, Col. Vicentina, 09340 Iztapalapa, D.F, Mexico.

DOI:

https://doi.org/10.24297/jbt.v3i2.1681

Keywords:

Organic solid wastes, trickling bed, leachate, hydrolysis, methanogenesis.

Abstract

Two stages anaerobic digestion of the organic fraction of municipal solid wastes (OFMSW) is proposed using a batch anaerobic trickling bed (BATB) reactor in the first hydrolysis and acidogenesis stage. At total solids loading of 135 g/L and reaction times around 30 days, total solids (ηTS) and chemical oxygen demand (ηCOD) removal efficiencies above 46% were obtained independently of pH (between 4.1 and 6.4). Dependent on pH were methane production, four times more at pH 6.4 than at 4.8 and four times more volatile fatty acids (VFA) production at 6.4 than at 4.1 and twice than at 4.8. Leachates generated in the BATB reactor were diluted with municipal wastewater and fed to an upflow anaerobic sludge blanket (UASB) reactor at volumetric organic loading rates from 11 to 28 g/L.d where 90% COD removal efficiencies (ηCOD) and 11.4 g CODCH4./L.d were obtained. Two stages anaerobic digestion results in high rates of solids removal and methane production (0.63 kWhr/kg TS fed).

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Author Biographies

F. Ramírez-Vives, Biotechnology Department, Universidad Autónoma Metropolitana, Av. San Rafael Atlixco 186, Col. Vicentina, 09340 Iztapalapa, D.F, Mexico

Biotechnology Department.

A. de Jesús-Rojas, Biotechnology Department, Universidad Autónoma Metropolitana, Av. San Rafael Atlixco 186, Col. Vicentina, 09340 Iztapalapa, D.F, Mexico

Biotechnology Department.

F. J. Marti­nez-Valdez, Universidad Autnoma Metropolitana, Av. San Rafael Atlixco 186, Col. Vicentina, 09340 Iztapalapa, D.F, Mexico.

Biotechnology Department.

S. Rodríguez-Pérez, Universidad de Oriente, Patricio Lumumba s/n, C.P. 223.0.06824, Santiago de Cuba.

Chemistry Department.

O. Monroy-Hermosillo, Universidad Autónoma Metropolitana, Av. San Rafael Atlixco 186, Col. Vicentina, 09340 Iztapalapa, D.F, Mexico.

Biotechnology Department.

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Published

2014-06-26

How to Cite

Rodríguez-Pimentel, R., Ramírez-Vives, F., Jesús-Rojas, A. de, Marti­nez-Valdez, F. J., Rodríguez-Pérez, S., & Monroy-Hermosillo, O. (2014). Two-Phase Anaerobic Digestion of Municipal Organic Solid Wastes. JOURNAL OF ADVANCES IN BIOTECHNOLOGY, 3(2), 210–218. https://doi.org/10.24297/jbt.v3i2.1681

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Articles