Biological treatment of contaminated air with toluene in an airlift reactor

In this work the variation in the toluene elimination capacity of an airlift bioreactor as a function of the toluene inlet load, using compost as the support material for the microorganisms was studied. In order to evaluate the flexibility of the reactor under changing toluene load, the toluene biodegradation was measured for flows from 2.4 x 10-2 to 0.132 m³ h-1, and a concentration range from 1.4 to 0.8 g m-3. Results show a 100% removal efficiency (RE) for minor flows, however, for a flow increase of 450% the RE decreased 40%, reflecting the equipments weak flexibility in varying flows. Meanwhile the maximum elimination capacity obtained was 230 g m-3 h-1, for toluene loads of 550 g m-3 h-1, corresponding to a flow of 0.132 m³ h-1. It was found that a average biomass concentration in suspension of 3700 g m-3, reflected EC's of 203 g m-3 h-1.

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Main Authors: Vergara-Fernández,Alberto O, Quiroz,Erich F, Aroca,Germán E, Alarcón Pulido,Nelson A
Format: Digital revista
Language:English
Published: Pontificia Universidad Católica de Valparaíso 2008
Online Access:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0717-34582008000400003
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spelling oai:scielo:S0717-345820080004000032009-06-16Biological treatment of contaminated air with toluene in an airlift reactorVergara-Fernández,Alberto OQuiroz,Erich FAroca,Germán EAlarcón Pulido,Nelson A airlift bioreactors biofiltration bioscrubbers toluene In this work the variation in the toluene elimination capacity of an airlift bioreactor as a function of the toluene inlet load, using compost as the support material for the microorganisms was studied. In order to evaluate the flexibility of the reactor under changing toluene load, the toluene biodegradation was measured for flows from 2.4 x 10-2 to 0.132 m³ h-1, and a concentration range from 1.4 to 0.8 g m-3. Results show a 100% removal efficiency (RE) for minor flows, however, for a flow increase of 450% the RE decreased 40%, reflecting the equipments weak flexibility in varying flows. Meanwhile the maximum elimination capacity obtained was 230 g m-3 h-1, for toluene loads of 550 g m-3 h-1, corresponding to a flow of 0.132 m³ h-1. It was found that a average biomass concentration in suspension of 3700 g m-3, reflected EC's of 203 g m-3 h-1.info:eu-repo/semantics/openAccessPontificia Universidad Católica de ValparaísoElectronic Journal of Biotechnology v.11 n.4 20082008-10-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0717-34582008000400003en10.4067/S0717-34582008000400003
institution SCIELO
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country Chile
countrycode CL
component Revista
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databasecode rev-scielo-cl
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region America del Sur
libraryname SciELO
language English
format Digital
author Vergara-Fernández,Alberto O
Quiroz,Erich F
Aroca,Germán E
Alarcón Pulido,Nelson A
spellingShingle Vergara-Fernández,Alberto O
Quiroz,Erich F
Aroca,Germán E
Alarcón Pulido,Nelson A
Biological treatment of contaminated air with toluene in an airlift reactor
author_facet Vergara-Fernández,Alberto O
Quiroz,Erich F
Aroca,Germán E
Alarcón Pulido,Nelson A
author_sort Vergara-Fernández,Alberto O
title Biological treatment of contaminated air with toluene in an airlift reactor
title_short Biological treatment of contaminated air with toluene in an airlift reactor
title_full Biological treatment of contaminated air with toluene in an airlift reactor
title_fullStr Biological treatment of contaminated air with toluene in an airlift reactor
title_full_unstemmed Biological treatment of contaminated air with toluene in an airlift reactor
title_sort biological treatment of contaminated air with toluene in an airlift reactor
description In this work the variation in the toluene elimination capacity of an airlift bioreactor as a function of the toluene inlet load, using compost as the support material for the microorganisms was studied. In order to evaluate the flexibility of the reactor under changing toluene load, the toluene biodegradation was measured for flows from 2.4 x 10-2 to 0.132 m³ h-1, and a concentration range from 1.4 to 0.8 g m-3. Results show a 100% removal efficiency (RE) for minor flows, however, for a flow increase of 450% the RE decreased 40%, reflecting the equipments weak flexibility in varying flows. Meanwhile the maximum elimination capacity obtained was 230 g m-3 h-1, for toluene loads of 550 g m-3 h-1, corresponding to a flow of 0.132 m³ h-1. It was found that a average biomass concentration in suspension of 3700 g m-3, reflected EC's of 203 g m-3 h-1.
publisher Pontificia Universidad Católica de Valparaíso
publishDate 2008
url http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0717-34582008000400003
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