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Effects of Volatile Organic Compounds On Clay Landfill Liner Performance

Department of Civil and Environmental Engineering, University of Wisconsin-Madison, WI, U.S.A.

P.M. Berthouex

Department of Civil and Environmental Engineering, University of Wisconsin-Madison, WI, U.S.A.

J.K. Park

Department of Civil and Environmental Engineering, University of Wisconsin-Madison, WI, U.S.A.

D.L. Hargett

Sirrine Environmental Consultants, Greenville, SC, U.S.A.

L. Sandstrom

Harza Environmental Services, Chicago, IL, U.S.A.

S. Zelmanowitz

Department of Civil and Environmental Engineering, University of Wisconsin-Madison, WI, U.S.A.

Clay borrow materials intended for use in a clay liner system were found to be contaminated by low concentrations of volatile organic chemicals (VOCs). The suspected source of contaminants was a nearby Superfund site where similar compounds were found in soil and groundwater. Based on these observations, questions were raised regarding the potential effects of VOCs on the performance of the clay materials as a landfill liner.

Laboratory experiments were conducted to evaluate the effects of three levels of soil precontamination and two types of permeants. Atterberg tests showed that the precontaminations (acetone and m-xylene) and the simulated leachate (methylene chloride, trichloroethylene, and toluene), at the concentrations used, did not impact clay-pore fluid interaction. Sedimentation tests showed that the impact of methylene chloride, trichloroethylene, and toluene on sediment volume and rate of settlement was not detectable up to the maximum concentration level of 100 ppm for each chemical.

From the permeation tests, acetone in the precontaminated samples was generally flushed out within three pore volumes but m-xylene was not detected (above the detection limit of 0.01 mg 1^-1) in the permeant effluent. The stabilized permeabilities of the specimens ranged from 0.2 x 10^-7 to 3.0 x 10^-7 cms^-1. It was found that precontamination of the clay at the levels studied did not affect organic chemical leachate transport/adsorption discernibly when compared with clean clay, and no measurable retardation or adsorption of VOCs in clay liners occurred in either clean clay or precontaminated clay.

Key Words: Atterberg limit test • clay liner • hydraulic conductivity • landfill leachate • permeation test • sedimentation test • sorption capacity • volatile organic compounds • VOCs

Waste Management & Research, Vol. 9, No. 1, 171-187 (1991)
DOI: 10.1177/0734242X9100900125


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