Technical Papers
Mar 15, 2017

Numerical Evaluation of Vertical Cutoff Walls Comprising Zeolite-Amended Backfills for Enhanced Metals Containment

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 7

Abstract

The potential for enhanced containment of two metals, potassium (K) and zinc (Zn), by soil-bentonite (SB) vertical cutoff walls comprising zeolite-amended backfills was evaluated on the basis of numerical transport simulations and previously measured adsorption data that exhibited nonlinear behavior over the range of concentrations of interest. The results indicate that the containment duration as reflected by the barrier flux breakthrough time increased for K with decreasing source concentration (Co), increasing content of zeolite amendment, and increasing adsorption capacity of the backfill. The results for Zn are similar to those for K except at lower Co (i.e., 100 and 1,000  mg/L), where better performance occurred with the unamended backfill relative to that for the zeolite-amended backfills. This ostensibly counterintuitive result for Zn was attributed to the geochemical conditions existing in the adsorption tests, whereby adsorption of Zn was suppressed due to unfavorable competition with elevated concentrations of redissolved metals, primarily Na+, resulting from the zeolite amendment. Overall, the results of the study indicate that containment of metals may be enhanced from years to a century or more with zeolite-amended SB cutoff walls, but the magnitude of any enhanced containment is dependent on both the adsorption capacity and the adsorption behavior of the specific metal with the specific backfill.

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Acknowledgments

Financial support for this work was provided by the National Science Foundation (NSF) through Grant No. 0624104. The opinions and recommendations provided in this paper are solely those of the authors and are not necessarily consistent with the policies of NSF.

References

MATLAB [Computer software]. MathWorks, Natick, MA.
Bierck, B. R., and Chang, W.-C. (1994). “Contaminant transport through soil-bentonite slurry walls: Attenuation by activated carbon.” Proc., Specialty Conf. on Innovative Solutions for Contaminated Site Management, Water Environment Federation, Alexandria, VA, 461–472.
Bish, D. L. (2006). “Parallels and distinctions between clay minerals and zeolites.” Developments in clay science, Elsevier, New York, 1097–1112.
Bohnhoff, G. L., and Shackelford, C. D. (2015). “Salt diffusion through a bentonite-polymer composite.” Clays Clay Miner., 63(3), 145–162.
Colella, C. (1996). “Ion exchange equilibria in zeolite minerals.” Miner. Deposita, 31(6), 554–562.
Daniel, D. E., and Koerner, R. M. (1993). “Quality assurance and quality control for waste containment facilities.”, U.S. Environmental Protection Agency, Cincinnati.
Devlin, J. F., and Parker, B. L. (1996). “Optimum hydraulic conductivity to limit contaminant flux through cutoff walls.” Ground Water, 34(4), 719–726.
Du, Y. J., Fan, R. D., Liu, S. Y., Reddy, K. R., and Jin, F. (2015). “Workability, compressibility and hydraulic conductivity of zeolite-amended clayey soil/calcium-bentonite backfills for slurry trench cutoff walls.” Eng. Geol., 195, 258–268.
Evans, J. C., Adams, T. L., and Prince, M. J. (1997). “Metals attenuation in minerally-enhanced slurry walls.” Int. Containment Technology Conf., St. Petersburg, FL, NTIS, Springfield, VA, 679–687.
Evans, J. C., and Prince, M. J. (1997). “Additive effectiveness in minerally-enhanced slurry-walls.” Situ remediation of the geoenvironment, J. C. Evans, ed., ASCE, Reston, VA, 181–196.
Evans, J. C., Sambasivan, Y., and Zarlinski, S. (1990). “Attenuating materials in composite liners.” Waste containment systems: Construction, regulation, and performance, R. Bonaparte and R. Bonaparte, ed., ASCE, New York, 246–263.
Evans, J. C., Shackelford, C. D., Yeo, S.-S., and Henning, J. (2008). “Membrane behavior of soil-bentonite slurry-trench cutoff walls.” Soil and sediment contamination–An international journal, Taylor & Francis, London, 316–322.
Fan, R.-D., Du, Y. J., Reddy, K. R., Liu, S. Y., and Yang, Y. L. (2014). “Compressibility and hydraulic conductivity of clayey soil mixed with calcium bentonite for slurry wall backfill: Initial assessment.” Appl. Clay Sci., 101, 119–127.
Henning, J., Evans, J. C., and Shackelford, C. D. (2006). “Membrane behavior of two backfills from field-constructed soil-bentonite cutoff walls.” J. Geotech. Geoenviron. Eng., 1243–1249.
Hong, C. S. (2016). “Zeolite-amended backfills for enhanced metals containment via soil-bentonite vertical cutoff walls.” Ph.D. dissertation, Colorado State Univ., Fort Collins, CO.
Hong, C. S., Shackelford, C. D., and Malusis, M. A. (2012). “Consolidation and hydraulic conductivity of zeolite amended soil-bentonite backfills.” J. Geotech. Geoenviron. Eng., 15–25.
Hong, C. S., Shackelford, C. D., and Malusis, M. A. (2016). “Adsorptive behavior of zeolite-amended backfills for enhanced metals containment.” J. Geotech. Geoenviron. Eng., .
Hudak, P. F. (2016). “Evaluation of non-pumped wells with slurry cutoff walls for containing and removing contaminated groundwater.” Environ. Earth Sci., 75(1), 1–5.
Kinniburgh, D. G. (1986). “General purpose adsorption isotherms.” Environ. Sci. Technol., 20(9), 895–904.
Kontturi, K., Murtomäki, L., and Manzanares, J. A. (2008). Ionic transport processes in electrochemistry and membrane science, Oxford University Press, New York.
LaGrega, M. L., Buckingham, P. L., and Evans, J. C. (2001). Hazardous waste management, McGraw-Hill, New York.
Malusis, M. A., Barben, E. J., and Evans, J. C. (2009). “Hydraulic conductivity and compressibility of soil-bentonite backfill amended with activated carbon.” J. Geotech. Geoenviron. Eng., 664–672.
Malusis, M. A., Maneval, J. E., Barben, E. J., Shackelford, C. D., and Daniels, E. R. (2010). “Influence of adsorption on phenol transport through soil-bentonite vertical barriers amended with activated carbon.” J. Contam. Hydrol., 116(1–4), 58–72.
Malusis, M. A., and Shackelford, C. D. (2004). “Predicting solute flux through a clay membrane barrier.” J. Geotech. Geoenviron. Eng., 477–487.
Manassero, M., Fratalocchi, E., Pasqualini, E., Spanna, C., and Verga, F. (1995). “Containment via vertical cutoff walls.” Geoenvironment 2000, Y. B. Acar and D. E. Daniel, eds., ASCE, Reston, VA, 1142–1172.
Manassero, M., and Shackelford, C. D. (1994). “The role of diffusion in contaminant transport through soil barriers.” Rivista Italiana di Geotech., 28(1), 5–31.
Matott, L. S., Bandilla, K., and Rabideau, A. J. (2009). “Incorporating nonlinear isotherms into robust multilayer sorptive barrier design.” Adv. Water Resour., 32(11), 1641–1651.
Mumpton, F. A. (1999). “La roca magica: Uses of natural zeolites in agriculture and industry.” Proc. Nat. Acad. Sci., 96(7), 3463–3470.
National Research Council. (2007). Assessment of the performance of engineered waste containment barriers, National Academies Press, Washington, DC.
Neville, C. J., and Andrews, C. B. (2006). “Containment criterion for contaminant isolation by cutoff walls.” Ground Water, 44(5), 682–686.
Park, J. K., Kim, J. Y., Madsen, C. D., and Edil, T. B. (1997). “Retardation of volatile organic compound movement by a soil-bentonite slurry cutoff wall amended with ground tires.” Water Environ. Res., 69(5), 1022–1031.
Rabideau, A., and Khandelwal, A. (1998). “Boundary conditions for modeling transport in vertical barriers.” J. Environ. Eng., 1135–1139.
Rabideau, A., Shen, P., and Khandelwal, A. (1999). “Feasibility of amending slurry walls with zero-valent iron.” J. Geotech. Geoenviron. Eng., 330–333.
Rabideau, A. J., van Benschoten, J., Khandelwal, A., and Repp, C. R. (2001). “Sorbing vertical barriers.” Physicochemical groundwater remediation, J. A. Smith and S. E. Burns, eds., Kluwer Academic, New York, 115–138.
Reynolds, W. D., Gillham, R. W., and Cherry, J. A. (1982). “Evaluation of distribution coefficients for the prediction of strontium and cesium migration in a uniform sand.” Can. Geotech. J., 19(1), 92–103.
Robinson, R. A., and Stokes, R. H. (2002). Electrolyte solutions, Dover, New York.
Rubin, H., and Rabideau, A. J. (2000). “Approximate evaluation of contaminant transport through vertical barriers.” J. Contam. Hydrol., 40(4), 311–333.
Rumer, R. R., and Mitchell, J. K. (1995). Assessment of barrier containment technologies: A comprehensive treatment for environmental remediation applications, National Technical Information Service, Springfield, VA.
Rumer, R. R., and Ryan, M. E. (1995). Barrier containment technologies for environmental remediation applications, Wiley, New York.
Ryan, C. R. (1984). “Slurry cutoff walls: Applications in the control of hazardous wastes.” Hydraulic barriers in soil and rock, A. I. Johnson, R. K. Frobel, N. J. Cavalli, and C. B. Pettersson, eds., ASTM, West Conshohoken, PA, 9–23.
Ryan, C. R. (1987). “Vertical barriers in soil for pollution containment.” Geotechnical practice for waste disposal ‘87, R. D. Woods, ed., ASCE, Reston, VA, 182–204.
Ryan, C. R., and Spaulding, C. A. (2008). “Strength and permeability of a deep soil bentonite slurry wall.” The Challenge of Sustainability in the Geo-Environment Proc., Geo-Congress, ASCE, Reston, VA, 644–651.
Shackelford, C. D. (1988). “Diffusion as a transport process in fine-grained barrier materials.” Geotech. News, 6(2), 24–27.
Shackelford, C. D. (1989). “Diffusion of contaminants through waste containment barriers.” Transp. Res. Rec., 1219, 169–182.
Shackelford, C. D. (1993). “Contaminant transport.” Geotechnical practice for waste disposal, D. E. Daniel, ed., Chapman and Hall, London, 33–65.
Shackelford, C. D. (1994). “Critical concepts for column testing.” J. Geotech. Eng., 1804–1828.
Shackelford, C. D. (1995a). “Analytical models for cumulative mass column testing.” Geoenvironment 2000, Y. B. Acar and D. E. Daniel, eds., ASCE, Reston, VA, 355–372.
Shackelford, C. D. (1995b). “Cumulative mass approach for column testing.” J. Geotech. Eng., 696–703.
Shackelford, C. D. (1999). “Reactive nature of passive containment barriers.” 14th Int. Conf. on Soil Mechanics and Foundation Engineering, A.A. Balkema, Rotterdam, Netherlands, 2535–2536.
Shackelford, C. D. (2014). “The ISSMGE Kerry Rowe lecture: The role of diffusion in environmental geotechnics.” Can. Geotech. J., 51(11), 1219–1242.
Shackelford, C. D., and Daniel, D. E. (1991). “Diffusion in saturated soil. I: Background.” J. Geotech. Eng., 467–484.
Sleep, B. E., Shackelford, C. D., and Parker, J. C. (2006). “Modeling of fluid transport through barriers.” Barrier systems for environmental contaminant containment and treatment, C. C. Chien, H. I. Inyang, and L. G. Everett, eds., CRC Press, Boca Raton, FL, 71–141.
USEPA (United States Environmental Protection Agency). (1984). “Slurry trench construction for pollution migration control.”, Office of Emergency and Remedial Response, Office of Research and Development, Washington, DC.
USEPA (United States Environmental Protection Agency). (2015). “National secondary drinking water regulations.” 40 CFR 143.3, United States Government Publishing Office, Washington, DC.
Yeo, S.-S., Shackelford, C. D., and Evans, J. C. (2005). “Membrane behavior of model soil-bentonite backfills.” J. Geotech. Geoenviron. Eng., 418–429.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 7July 2017

History

Received: Jan 23, 2016
Accepted: Dec 29, 2016
Published online: Mar 15, 2017
Published in print: Jul 1, 2017
Discussion open until: Aug 15, 2017

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Authors

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Catherine S. Hong, Ph.D., A.M.ASCE [email protected]
Faculty Affiliate, Dept. of Civil and Environmental Engineering, Colorado State Univ., 1372 Campus Delivery, Fort Collins, CO 80523. E-mail: [email protected]
Charles D. Shackelford, Ph.D., F.ASCE [email protected]
P.E.
Professor and Head, Dept. of Civil and Environmental Engineering, Colorado State Univ., 1372 Campus Delivery, Fort Collins, CO 80523 (corresponding author). E-mail: [email protected]
Michael A. Malusis, Ph.D., M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Bucknell Univ., Lewisburg, PA 17837. E-mail: [email protected]

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