TECHNICAL PAPERS
Apr 1, 2008

Relative Impact on GAC Usage Rates of Operating Strategies for Treatment of Contaminated Groundwater

Publication: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management
Volume 12, Issue 2

Abstract

The former Nebraska Ordnance Plant has groundwater contaminated with a mixture of trichloroethylene (TCE) and the high explosive RDX that is treated in a system of eight granular activated carbon (GAC) contactors. A mathematical model was utilized to simulate alternative operating scenarios along with variable influent concentrations. In this study, blending effluent from parallel columns resulted in the lowest GAC usage rate when the target effluent CC0 was >0.3 . Lead-lag operation was best when the target effluent CC0 was <0.1 . Only between a target effluent CC0 of 0.1 and 0.3 did the percent of the mass transfer zone (MTZ) contained in the column become important. Even then, selection was more sensitive to changes in the target effluent CC0 value than the percent of the MTZ contained in the column. Decreasing the TCE influent concentration prior to the GAC treatment system by air stripping may reduce the GAC replacement costs but has significant new capital costs. Because contaminant levels in the extraction wells vary, influent segregation has the potential to reduce GAC usage rates by up to 65% with a relatively low capital expenditure.

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Acknowledgments

The writers would like to thank Environmental Chemicals Corporation (ECC) personnel (Vince Stallbaumer, Tim Thayer, and David Miller) for sharing operational and cost data for the NOP treatment plant, as well as several fruitful discussions on the feasibility and practicality of the alternative operating scenarios. Yun Hyun is acknowledged for preparing the report which served as a starting point for this study.

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Go to Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management
Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management
Volume 12Issue 2April 2008
Pages: 60 - 69

History

Received: Apr 14, 2006
Accepted: Oct 3, 2007
Published online: Apr 1, 2008
Published in print: Apr 2008

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Authors

Affiliations

Bruce I. Dvorak, M.ASCE
Dept. of Civil Engineering, Univ. of Nebraska Lincoln, W348 Nebraska Hall, Lincoln, NE 68588-0531 (corresponding author). E-mail: [email protected]
Matthew Morley, M.ASCE
Senior Environmental Engineer, MWH Americas, Inc., 3321 Power Inn Rd., Suite 300, Sacramento, CA 95826.
Patrick Denning
HDR Inc., 4435 Main St., Suite 1000, Kansas City, MO 64111.

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