TECHNICAL PAPERS
Feb 19, 2004

Removal of a Volatile Organic Compound in a Hybrid Rotating Drum Biofilter

Publication: Journal of Environmental Engineering
Volume 130, Issue 3

Abstract

A hybrid bioreactor, combining an activated sludge process (ASP) and a rotating drum biofilter (RDB), was developed and evaluated for the treatment of volatile organic compounds (VOCs) in waste gas streams. The effects of the influent VOC concentration and the organic loading rate on the VOC removal efficiency and on the pattern of biomass accumulation were investigated. Toluene was used as the model VOC, the flow rate of the waste gas stream was 0.59 L/s, and the empty-bed retention time (EBRT) in the ASP portion was 46 s with an actual retention time of about 2 s. The EBRT in the RDB portion was 38 s based on the drum volume. When the VOC feed concentration increased from 221 to 884 mg toluene/m3 (from 57.2 to 229 ppm), correspondingly the organic loading rate of the hybrid bioreactor increased from 1.58 to 6.32 kg chemical oxygen demand/m3/day (from 0.505 to 2.02kgtoluene/m3/day) based on the drum volume, both the ASP and RDB decreased, and the overall toluene removal efficiency declined from 99.8 to 74.1%. Biomass accumulation at different medium depths became more even when the organic loading rate was increased. Part of the applied VOC was biodegraded by the ASP, which suggests that this hybrid bioreactor could achieve longer runs between medium cleanings and higher VOC removal efficiencies than a single RDB bioreactor without an ASP portion at the same organic loading rate.

Get full access to this article

View all available purchase options and get full access to this article.

References

Alexander, M. (1994). Biodegradation and bioremediation, Academic, San Diego.
Alonso, C., Suidan, M. T., Kim, B. R., and Kim, B. J.(1998). “Dynamic mathematical model for the biodegradation of VOCs in a biofilter: Biomass accumulation study.” Environ. Sci. Technol., 32(20), 3118–3123.
American Public Health Association. (1992). Standard methods for the examination of water and wastewater, 18th Ed., Washington, D.C.
Arcangeli, J. P., and Arvin, E.(1994). “Kinetics of toluene degradation in a biofilm system under denitrifying conditions.” Water Sci. Technol., 29(10-11), 393–400.
Hwang, S.-J., and Tang, H.(1997). “Kinetic behavior of the toluene biofiltration process.” J. Air Waste Manage. Assoc., 47(6), 664–673.
Levenspiel, O. (1972). Chemical reaction engineering, 2nd Ed., Wiley, New York.
Marek, J., Paca, J., Koutsky, B., and Gerrard, A. M.(1999). “Determination of local elimination capacities and moisture contents in different biofilters treating toluene and xylene.” Biodegradation, 10(5), 307–313.
Moe, W. M., and Irvine, R. L.(2000). “Polyurethane foam medium for biofiltration. II: Operation and performance.” J. Environ. Eng., 126(9), 826–832.
Rihn, M. M., Zhu, X., Suidan, M. T., Kim, B. J., and Kim, B. R.(1996). “The effect of nitrate on VOC removal in trickling-bed biofilters.” Water Res., 31(12), 2997–3008.
Sabo, F., Schneider, T., and Motz, U. (1996). “Latest development and industrial applications of biofiltration.” Proc., 1996 USC-TRG Conf. on Biofiltration, Univ. of Southern California, Los Angeles, 63–68.
Smith, F. L., Sorial, G. A., Suidan, M. T., Breen, A. W., Biswas, P., and Brenner, R. C.(1996). “Development of two biomass control strategies for extended, stable operation of highly efficient biofilters with high toluene loadings.” Environ. Sci. Technol., 30(5), 1744–1751.
Smith, F. L., Sorial, G. A., Suidan, M. T., Pandit, A., Biswas, P., and Brenner, R. C.(1998). “Evaluation of trickle bed air biofilter performance as a function of inlet VOC concentration and loading, and biomass control.” J. Air Waste Manage. Assoc., 48(7), 627–636.
Sorial, G. A., Smith, F. L., Suidan, M. T., Pandit, A., Biswas, P., and Brenner, R. C.(1997). “Evaluation of trickle bed air biofilter performance for BTEX removal.” J. Environ. Eng., 123(6), 530–537.
Strauss, J. M., du Plessis, C. A., and Riedel, K. J.(2000). “Empirical model for biofiltration of toluene.” J. Environ. Eng., 126(7), 644–648.
Yang, C., Suidan, M. T., Zhu, X., and Kim, B. J. (2002). “Development and evaluation of rotating drum biofilter for VOC removal.” Proc., WEF 75th Technical Exhibition and Conf., Water Environment Federation, Alexandria, Va.
Yang, C., Suidan, M. T., Zhu, X., and Kim, B. J.(2003a). “Biomass accumulation patterns in a rotating drum biofilter.” Water Sci. Technol., 48(8), 89–96.
Yang, C., Suidan, M. T., Zhu, X., and Kim, B. J.(2003b). “Comparison of single-layer and multi-layer rotating drum biofilters for VOC removal.” Environ. Prog., 22(2), 87–94.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 130Issue 3March 2004
Pages: 282 - 291

History

Received: Sep 18, 2002
Accepted: May 2, 2003
Published online: Feb 19, 2004
Published in print: Mar 2004

Permissions

Request permissions for this article.

Authors

Affiliations

Chunping Yang
PhD Candidate, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221-0071.
Makram T. Suidan
Herman Schneider Professor of Environmental Engineering, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221-0071 (corresponding author).
Xueqing Zhu
Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221-0071.
Byung J. Kim
Research Engineer, U.S. Army Construction Engineering Research Laboratory, Champaign, IL 61820.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share