TECHNICAL PAPERS
Feb 1, 2006

Air/Water Oxygen Transfer in a Biological Aerated Filter

Publication: Journal of Environmental Engineering
Volume 132, Issue 2

Abstract

The oxygen-transfer characteristics of an upflow biological aerated filter filled with angular clay media were determined over a wide range of gas and liquid flow rates. Liquid-side, oxygen-transfer coefficients (KLa) were measured using a nitrogen gas stripping method under abiotic conditions and were found to increase as both gas and liquid superficial velocity increases, with values ranging from 12 to 110h1 based on empty bed volume. The effect of gas and liquid velocity, wastewater to clean water ratio, and temperature dependence was correlated to within ±20% of the experimental KLa value. Stagnant gas holdup is roughly double in wastewater compared to clean water, but the dynamic gas holdup is the same. The oxygen-transfer coefficient is directly proportional to the dynamic gas holdup. Stagnant gas holdup does not influence the rate of oxygen transfer. The results suggest that dynamic gas holdup largely determines the specific interfacial area (a) , whereas the interstitial liquid velocity largely controls the oxygen-transfer coefficient (KL) .

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Acknowledgments

Funding was provided by Degremont North American Research and Development Center, Inc. (DENARD) and Virginia’s Center for Innovative Technology. The writers acknowledge Julie Petruska, Jody Smiley, Brandon Flint, and Gregory Brazeau, all from Virginia Tech, for their valuable assistance with the experimental work. They also acknowledge the Blacksburg and VPI Sanitation Authority Lower Stroubles Creek Wastewater Treatment Facility in Blacksburg, Va., as well as the Roanoke Water Pollution Control Plant in Roanoke, Va., for their assistance in supplying secondary effluent for the study.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 132Issue 2February 2006
Pages: 181 - 189

History

Received: Aug 28, 2003
Accepted: Apr 22, 2005
Published online: Feb 1, 2006
Published in print: Feb 2006

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Authors

Affiliations

Susanna M. Leung [email protected]
Process Engineer, Carollo Engineers, 1218 Third Ave., Seattle, WA 98101. E-mail: [email protected]
John. C. Little [email protected]
Professor, Dept. of Civil and Environmental Engineering, 418 Durham Hall, Virginia Tech, Blacksburg, VA 24061-0246 (corresponding author). E-mail: [email protected]
Senior Project Engineer, Biological Systems Group, Infilco Degremont, Inc., 8007 Discovery Drive, Richmond, VA 23229. E-mail: [email protected]
Nancy G. Love [email protected]
Professor, Dept. of Civil and Environmental Engineering, 418 Durham Hall, Virginia Tech, Blacksburg, VA 24061-0246. E-mail: [email protected]

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