TECHNICAL PAPERS
Jul 1, 2005

Transient Response of Flow-Direction-Switching Vapor-Phase Biofilters

Publication: Journal of Environmental Engineering
Volume 131, Issue 7

Abstract

Transient loading of vapor-phase biofilters may result in exceedence of the local reaction or mass transfer capacity of the inlet region. In such cases, higher concentrations of contaminants are carried deeper into the bed where there is less active biomass and, in some cases, breakthrough of contaminants may occur. Previous studies have demonstrated that periodic reversal of the flow direction results in improved transient-loading response. However, quantitative information on the extent of the benefit is lacking. Step function increases in toluene concentration were applied to unidirectional-flow and flow-direction-switching laboratory reactors operated in parallel. Contaminant concentration was monitored at several points along the packed beds. Relative to unidirectional mode of operation, periodic flow reversal produced a more uniform distribution of microbial reaction capacity along the length of the packed bed. Directional switching at a 12-h interval did not result in a loss of activity or removal capacity. Mass-removal rates under transient-loading conditions were similar in the first-half of both biofilters but, in the second-half of the units, significant removals were observed only in the flow-direction-switching biofilter. As a result, maximum mass-removal rates under transient-loading conditions were approximately twice as great for the flow-direction-switching biofilter relative to the conventional unidirectional-flow biofilter receiving similar mass loading.

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Acknowledgments

Contributors to this project include Professor K. M. Scow of the Department of Land, Air, and Water Resources, and J. Mehlschau and the College of Engineering Shop at the University of California, Davis. Financial support was provided by the University of California, Davis, and the U.S. Environmental Protection Agency (Grant No. G6J10677 from the exploratory research program).

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 131Issue 7July 2005
Pages: 999 - 1009

History

Received: Apr 1, 2004
Accepted: Jul 20, 2004
Published online: Jul 1, 2005
Published in print: Jul 2005

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Authors

Affiliations

William F. Wright, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Geomatics Engineering and Construction, California State Univ., Engineering East m/s 94, 2320 E. San Ramon, Fresno, CA 93740-8030. E-mail: [email protected]
Edward D. Schroeder [email protected]
Emeritus Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616. E-mail: [email protected]
Daniel P. Chang [email protected]
Ray B. Krone Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616. E-mail: [email protected]

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