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Removal of dichloromethane from waste gases using a fixed-bed biotrickling filter and a continuous stirred tank bioreactor

  • Autores: Laura Bailón Allegue, Yolanda Dopico, Marcell Nikolausz, Matthias Kästner, María C. Veiga, Christian Kennes
  • Localización: Biotechniques for air pollution control: proceedings of the 2nd International Congress on Biotechniques for Air Pollution Control, A Coruña, Spain, October 3-5, 2007 / Christian Kennes (dir. congr.), María C. Veiga (dir. congr.), 2007, ISBN 978-84-9749-258-4, págs. 505-514
  • Idioma: inglés
  • Enlaces
  • Resumen
    • A laboratory scale fixed bed biotrickling filter (BTF) and a continuous stirred tank bioreactor (CSTB) have been studied and compared for the elimination of dichloromethane from waste gases. The DCM removal efficiency in the trickling filter was > 85% for inlet loads up to 25 g.m-3.h-1 and a maximal removal capacity of about 170 g.m-3.h-1 was achieved at a load of 350 g.m-3.h-1. The continuous stirred tank bioreactor showed removal efficiencies > 90% for inlet loads up to 120 g.m-3.h-1. At this load the maximal removal capacity of the system was reached, i.e. about 100 g.m-3.h-1. Thus, higher maximum elimination capacities were reached in the BTF while higher removal efficiencies were obtained at high loads with the CSTB. Both systems presented good stability against overloads.


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