TECHNICAL PAPERS
Jul 1, 2005

Evaluation of Granular Activated Carbon, Shale, and Two Organoclays for Use as Sorptive Amendments in Clay Landfill Liners

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 7

Abstract

Four materials with high sorptive capacities for organic compounds [granular activated carbon (GAC), shale, benzyltriethylammonium-bentonite (BTEA-bentonite), and hexadecyltrimethylammonium-bentonite (HDTMA-bentonite)] were evaluated for their use in compacted clay landfill liners by conducting laboratory sorption and permeability experiments with both a 0.002 N CaSO4 solution (to simulate the ionic strength of ground water) and a synthetic leachate. Results from equilibrium sorption experiments with 0.002 N CaSO4 indicate that all four amendments have a very high sorptive capacity for the three organic solutes tested: benzene, trichloroethylene, and 1,2-dichlorobenzene. GAC exhibited the highest sorptive capacity for all three solutes, followed by BTEA-bentonite, HDTMA-bentonite, and shale. Experiments conducted with synthetic leachate indicate that GAC and BTEA-bentonite did not exhibit competitive sorption effects with the synthetic leachate constituents, while shale did exhibit some competitive sorption effects between benzene and trichloroethylene and the synthetic leachate constituents. Permeability tests conducted on specimens composed of Ottawa sand, untreated bentonite, and either 3 or 9% amendment by weight were also performed. Results indicate that all amended specimens had a hydraulic conductivity less than or equal to 1×107cms , with the exception of the specimen amended with 3% GAC, which had a measured conductivity value of 2×107cms . Changing the permeant fluid to a synthetic leachate had little effect on the overall conductivity of the specimens. One-dimensional benzene transport simulations were performed to more completely evaluate how effective these materials would be if incorporated into a compacted clay liner. Simulations indicated that all proposed amendments would effectively retard the transport of benzene through the liner. Amending liners with 3 or 9% GAC or 3 or 9% BTEA-bentonite effectively eliminated benzene flux through the liner over a 100-year period. Liners amended with HDTMA-bentonite or shale also reduced the benzene flux exiting the liner over the simulation period, but to a lesser extent.

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Acknowledgments

The writers thank Shawn Matott for his work in calibrating isotherm models to the sorption data, and Eric Anderson and Maryann Bogucki for aiding in the collection of laboratory data. Funding for one of the writers (S.B.-H.) was provided in part by the Department of Defense Graduate Research Fellowship Program, the Institute of Hazardous Materials Management, and the ARCS, Inc. Foundation.

References

Bartelt-Hunt, S. L., Burns, S. E., and Smith, J. A. (2003). “Sorption of nonionic organic solutes to two organobentonites as a function of organic-carbon content.” J. Colloid Interface Sci., 266, 251–258.
Bierck, B. R., and Chang, W. C. (1994). “Innovative solutions for contaminated waste site management.” Proc., Water Environ. Fed. Specialty Conf., Alexandra, Va., 461–472.
Chiou, C. T. (1998). “Soil sorption of organic pollutants and pesticides.” Encyclopedia of environmental analysis and remediation, Wiley, New York, Vol. 7, 4517–4554.
Christensen, T. H., et al. (2001). “Biogeochemistry of landfill leachate plumes.” Appl. Geochem., 16, 659–718.
Deitsch, J. J., Smith, J. A., Arnold, M. B., and Bolus, J. (1998). “Sorption and desorption rates of carbon tetrachloride and 1,2-dichlorobenzene to three organobentonites and a natural peat soil.” Environ. Sci. Technol., 32, 3169–3177.
DiCesare, D., and Smith, J. A. (1994). “Effects of surfactants on the desorption rate on nonionic organic compounds from soil to water.” Rev. Environ. Contam Toxicol., 134, 1–29.
Gullick, R. W. (1998). “Effects of sorbent addition on the transport of inorganic and organic chemicals in soil-bentonite cutoff wall containment barriers.”, Univ. of Michigan, Ann Arbor, Mich.
Gullick, R. W., and Weber, W. J. (2001). “Evaluation of shale and organoclays as sorbent additives for low-permeability soil containment barriers.” Environ. Sci. Technol., 35, 1523–1530.
Jaynes, W. F., and Boyd, S. A. (1991). “Clay mineral type and organic compound sorption by hexadecyltrimethylammonium-exchanged clays.” Soil Sci. Soc. Am. J., 55, 43–48.
Khandelwal, A., Rabideau, A. J., and Shen, P. (1998). “Analysis of diffusion and sorption of organic solutes in soil-bentonite barrier materials.” Environ. Sci. Technol., 32, 1333–1339.
Manes, M. (1998). “Activated carbon adsorption fundamentals.” Encyclopedia of environmental analysis and remediation, Wiley, New York, Vol. 1, 26–68.
Matott, L. (2004). IsoFit documentation and user’s guide, version 1.0, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, Buffalo, N.Y.
Montgomery, J. H., ed. (1996). Groundwater chemicals desk reference, 2nd Ed., Lewis, New York.
Mott, H. V., and Weber, W. J. (1992). “Sorption of low molecular weight organic contaminants by fly ash: Considerations for the enhancement of cutoff barrier performance.” Environ. Sci. Technol., 26, 1234–1242.
Park, J. K., and Nibras, M. (1993). “Mass flux of organic chemicals through polyethylene geomembranes.” Water Environ. Res., 65, 227–237.
Quigley, R. M., Fernandez, F., and Rowe, R. K. (1988). “Clayey barrier assessment for impoundment of domestic waste leachate (southern Ontario) including clay-leachate compatibility by hydraulic conductivity testing.” Can. Geotech. J., 25(B), 574–581.
Rabideau, A. J. (2003). MOUSER version 1: Moderately user-friendly reactive transport model, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, Buffalo, N.Y., public domain software and manual distributed at ⟨www.groundwater.buffalo.edu⟩, updated 2001.
Rabideau, A. J., and Khandelwal, A. (1998). “Nonequilibrium sorption in soil/bentonite barriers.” J. Environ. Eng., 124(4), 329–335.
Rakhshandehroo, G. R., Wallace, R. B., Boyd, S. A., and Voice, T. C. (1998). “Hydraulic characteristics of organomodified soils for use in sorptive zone applications.” Soil Sci. Soc. Am. J., 62, 5–12.
Rowe, K. R., and Booker, J. R. (1985). “One-dimensional pollutant migration in soils of finite depth.” J. Geotech. Eng., 111(4), 479–499.
Shackelford, C. D. (1991). “Laboratory diffusion testing for waste disposal—A review.” J. Contam. Hydrol., 7, 177–217.
Smith, J. A., and Galan, A. (1995). “Sorption of nonionic organic contaminants to single and dual organic cation bentonites from water.” Environ. Sci. Technol., 29, 685–692.
Smith, J. A., and Jaffé, P. R. (1994). “Benzene transport through landfill liners containing organophillic bentonite.” J. Environ. Eng., 120(6), 1559–1577.
Smith, J. A., Jaffé, P. R., and Chiou, C. T. (1990). “Effect of ten quaternary ammonium cations on tetrachloromethane sorption to clay from water.” Environ. Sci. Technol., 24, 1167–1172.
Smith, J. A., Witkowski, P. J., and Chiou, C. T. (1988). “Partition of nonionic organic compounds in aquatic systems.” Rev. Environ. Contam Toxicol., 39, 465–473.
U.S. Environmental Protection Agency (EPA). (2000). “Evaluation and characterization of landfill leachates.” Draft Report submitted by Science Applications International Corporation, Reston, Va.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 131Issue 7July 2005
Pages: 848 - 856

History

Received: May 6, 2004
Accepted: Dec 12, 2004
Published online: Jul 1, 2005
Published in print: Jul 2005

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Authors

Affiliations

Shannon L. Bartelt-Hunt
Postdoctoral Research Associate, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695.
James A. Smith [email protected]
Associate Professor, Dept. of Civil Engineering, Univ. of Virginia, Charlottesville, VA 22904 (corresponding author). E-mail: [email protected]
Susan E. Burns
Associate Professor, Dept. of Civil Engineering, Univ. of Virginia, Charlottesville, VA 22904.
Alan J. Rabideau
Associate Professor, Dept. of Civil, Structural, and Environmental Engineering, SUNY-Buffalo, Buffalo, NY 14260.

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