Technical Papers
Mar 17, 2017

Nonlinear Nonequilibrium One-Dimensional Large-Strain Consolidation-Coupled Contaminant Transport Model of Capped Sediments

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 8

Abstract

This paper describes the development and multistep validation of a one-dimensional, large strain consolidation coupled contaminant transport model with nonlinear and nonequilibrium sorption kinetics. The RCM-XPORT2K model uses the CS2 large strain consolidation approach for modeling the deforming saturated porous medium consolidating under a surcharge stress, coupled with reactive advective/dispersive solute transport through the medium, capped with a thin-layered reactive sequestering geocomposite known as a reactive core mat (RCM). In addition to assumptions made in previously developed, one-dimensional consolidation coupled contaminant transport model RCM-XPORT2, the RCM-XPORT2K model accounts for sediment- and sorbent-specific sorption kinetics to model nonlinear, and nonequilibrium sorption behavior. Validation of the model is presented by simulating: (1) sorption kinetics tests performed on sediment sampled from Neponset River, Milton, Massachusetts, USA and a commercial product, CETCO Organoclay PM-199; (2) solute transport from the large strain consolidation coupled contaminant transport tests with Br and Cl using a high water content inert silt sample (New York Silt); and (3) the naphthalene transport and breakthrough times observed in upflow column tests with Neponset River sediment with various overlying cap layers.

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Acknowledgments

The work described in this paper is supported by the National Institute of Environmental Health Sciences (NIEHS) under Grant No. R01ES16205. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the authors and do not necessarily reflect the views of the NIEHS. The authors also acknowledge Prof. Patrick J. Fox for permission to use the CS2 model as a departure point in this study, and the efforts of Derek J. Yu and Brian Franklin, undergraduates at Northeastern University, who conducted the design and oversaw initial fabrication of the mesocosm column device, and assisted with the experimental phase.

References

Alshawabkeh, A. N., Rahbar, N., and Sheahan, T. C. (2005). “A model for contaminant mass flux in capped sediment under consolidation.” J Contam. Hydrol., 78(3), 147–165.
ASTM. (2006). “Standard test method for permeability of granular soils (constant head).” ASTM D2434, West Conshohocken, PA.
ASTM. (2007). “Standard test methods for moisture, ash, organic matter of peat and other organic soils.” ASTM D2974, West Conshohocken, PA.
ASTM. (2010). “Standard test methods for specific gravity of soil solids by water pycnometer.” ASTM D854, West Conshohocken, PA.
Aydilek, A. H., Edil, T. B., and Fox, P. J. (1999). “Consolidation characteristics of wastewater sludge.” Geotechnics of high water content materials, ASTM STP1374, T. B. Edil and P. J. Fox, eds., ASTM International, West Conshohocken, PA, 309–323.
Barbuto, S. M. (2011). “Use of bioaccumulation test results to evaluate treatment efficacy of a reactive core mat on contaminated subaqueous sediments.” Ph.D. thesis, Northeastern Univ., Boston.
Bear, J. (1972). Dynamics of fluids in porous media, Dover, Mineola, NY.
Carrier, W. D., III, and Keshian, B., Jr. (1979). “Measurement and prediction of consolidation of dredged material.” 12th Annual Dredging Seminar, Texas A&M Univ., College Station, TX.
CETCO Inc. (2013). “Sediment capping projects.” Hoffman Estates, IL.
CS2 [Computer software]. Penn State Univ., Oak Brook, IL.
CST1 [Computer software]. Penn State Univ., Oak Brook, IL.
Fox, P. J. (2007a). “Coupled large strain consolidation and solute transport. I: Model development.” J. Geotech. Geoenviron., 3–15.
Fox, P. J. (2007b). “Coupled large strain consolidation and solute transport. II: Model verification and simulation results.” J. Geotech. Geoenviron., 16–29.
Fox, P. J., and Berles, J. D. (1997). “CS2: A piecewise-linear model for large strain consolidation.” Int. J. Numer. Anal. Methods, 21(7), 453–475.
Fox, P. J., and Lee, J. (2008). “Model for consolidation-induced solute transport with nonlinear and nonequilibrium sorption.” Int. J. Geomech., 188–198.
Freeze, R. A., and Cherry, J. A. (1979). Groundwater, Prentice Hall, Englewood Cliffs, NJ.
Gibson, R. E., England, G. L., and Hussey, M. J. L. (1967). “The theory of one-dimensional consolidation of saturated clays.” Geotechnique, 17(3), 261–273.
Gibson, R. E., Potter, L. J., Savvidou, C., and Schiffman, R. L. (1995). “Some aspects of one-dimensional consolidation and contaminant transport in wastes.” Proc., Int. Symp. on Compression and Consolidation of Clayey Soils, A. A. Balkema, Rotterdam, Netherlands, 815–845.
Hansen, B. G., Paya-Perez, A. B., Rahman, M., and Larsen, B. R. (1999). “QSARs for KOW and KOC of PCB congeners: A critical examination of data, assumptions and statistical approaches.” Chemosphere, 39(13), 2209–2228.
Hayter, E. (2006). “Evaluation of the state-of-the-art contaminated sediment transport and fate modeling system.”, U.S. EPA Office of Research and Development, Washington, DC.
Hollifield, M. B., Park, J. K., Boyle, W. C., and Fritschel, P. R. (1995). “Factors influencing the development of a biostimulant for the in-situ anaerobic dechlorination of polychlorinated biphenyls in Fox River, Wisconsin sediments.” Dredging, remediation and containment of contaminated sediments, ASTM STP1293, K. R. Demars, G. N. Richards, R. N. Yong, and R. C. Chaney, eds., ASTM International, West Conshohocken, PA, 155–169.
House, W. A., and Denison, F. H. (2002). “Total phosphorus content of river sediments in relationship to calcium, iron and organic matter concentrations.” Environ. Sci. Technol., 36(20), 4295–4301.
Karickhoff, S. W., Brown, D. S., and Scott, T. A. (1979). “Sorption of hydrophobic pollutants on natural sediment.” Water Res., 13(3), 241–248.
Lee, K. (1979). “An analytical and experimental study of large strain soil consolidation.” Philosophy of doctorate dissertation, Oxford Univ., Oxford, U.K.
Lower Willamette Group. (2012). “Portland harbor RI/FS report Appendix Ha: Fate and transport modeling.” Portland, OR.
MacAvoy, S., and Bushaw-Newton, K. (2007). “Nutrient flow and biological dynamics in Anacostia River.” Waste Resources Institute Progress, Washington, DC.
Meric, D., Barbuto, S., Sheahan, T. C., Shine, J. P., and Alshawabkeh, A. N. (2014). “Benchscale assessment of the efficacy of a reactive core mat to isolate PAH-spiked aquatic sediments.” Int. J. Soil and Sediment Contamination, 23(1), 18–36.
Meric, D., Sheahan, T. C., Alshawabkeh, A. N., and Rahbar, N. (2011a). “Numerical modeling of coupled contaminant transport through reactive core mats [DVD-ROM].” Proc., Battelle 6th Int. Conf. on Remediation of Contaminated Sediments, Battelle, Columbus, OH.
Meric, D., Sheahan, T. C., Alshawabkeh, A. N., and Shine, J. P. (2010). “A consolidation and contaminant transport device for assessing reactive mat effectiveness for subaqueous sediment remediation.” Geotech. Test J., 33(6), 423–433.
Meric, D. M. (2010). “A new coupled consolidation and contaminant transport device to test a reactive core mat for remediation of contaminated subaqueous sediments.” Ph.D. thesis, Northeastern Univ., Boston.
Meric, D. M. (2012). “Experimental and modeling study of reactive core mats to reduce bioavailability of persistent organic compounds in aquatic sediments.” Ph.D. dissertation, Northeastern Univ., Boston.
Meric, D. M., Barbuto, S. M., Alshawabkeh, A. N., Shine, J. P., and Sheahan, T. C. (2012). “Effect of reactive core mat application on bioavailability of hydrophobic organic compounds.” Sci. Total Environ., 423, 168–175.
Meric, D. M., Hellweger, F., Barbuto, S. M., Rahbar, N., Alshawabkeh, A. N., and Sheahan, T. C. (2013). “Model prediction of long-term reactive core mat efficacy for capping contaminated aquatic sediments.” J. Environ. Eng., 564–575.
Meric, D. M., Rad, M. N., Barbuto, S. M., Sheahan, T. C., Alshawabkeh, A. N., and Shine, J. P. (2011c). “Testing the efficiency of a reactive core mat to remediate subaqueous, contaminated sediments.” ASCE Proc., Geofrontiers 2011 Conf., ASCE, Reston, VA, 895–904.
Norouzirad, M. (2011). “Adsorption behavior of naphthalene onto organoclay in aqueous solution.” Ph.D. thesis, Northeastern Univ., Boston.
Peters, G. P., and Smith, D. W. (2002). “One-dimensional contaminant transport through a deforming porous medium.” Int. J. Numer. Anal. Methods, 26(7), 683–717.
Peters, G. P., and Smith, D. W. (2004). “Solute transport through a deforming porous medium.” Mech. Mater., 36(5–6), 467–486.
Potter, L. J., Savvidou, C., and Gibson, R. E. (1994). “Consolidation and pollutant transport associated with slurried mineral waste disposal.” Proc., First Int. Congress on Environmental Geotechnics, BiTech, Edmenton, Canada, 525–530.
RCM-XPORT [Computer software]. Geosyntec Consultants, Oak Brook, IL.
RCM-XPORT2 [Computer software]. Geosyntec Consultants, Oak Brook, IL.
RCM-XPORT2K [Computer software]. Geosyntec Consultants, Oak Brook, IL.
Rowe, R. K. (1994). “Diffusive transport of pollutants through clay liners.” Landfilling of waste, T. Christensen, R. Cossu, and R. Stegmann, eds., E & FN Spon, London, 219–245.
Shackelford, C. D., and Daniel, D. E. (1991a). “Diffusion in saturated soils. I: Background.” J. Geotech. Eng., 467–484.
Shackelford, C. D., and Daniel, D. E. (1991b). “Diffusion in saturated soils. II: Results for compacted clay.” J. Geotech. Eng., 485–506.
Sheahan, T. C., Alshawabkeh, A. N., Fernandez, L. A., and Henry, K. S. (2003). “A reactive geocomposite to remediate contaminated, subaqueous sediments.” Contaminated sediments: Characterization, evaluation, mitigation/restoration, and management strategy performance, J. Locat, R. Galvex-Cloutier, R. C. Chaney, and K. R. Demars, eds., ASTM, West Conshohocken, PA, 236–247.
Smith, D. W. (2000). “One-dimensional contaminant transport through a deforming porous medium: Theory and a solution for a quasi-steady-state problem.” Int. J. Numer. Anal. Methods, 24(8), 693–722.
Tang, G., Alshawabkeh, A. N., and Sheahan, T. C. (2005). “Experimental study of nonreactive solute transport in fine-grained soils under consolidation (CD-ROM).” ASCE Proc., Geofrontiers 2005 Conf., ASCE, Reston, VA.
Terzaghi, K. (1925). Earth mechanics based on soil physics, Franz Deuticke, Leipzig, Germany.
Terzaghi, K. (1943). Theoretical soil mechanics, Wiley, New York.
USEPA (U.S. Environmental Protection Agency). (2003). “Hudson River PCBs superfund site, draft engineering performance standards peer review copy. Part 1: Performance standard for dredging resuspension.” New York.
USEPA (U.S. Environmental Protection Agency). (2008). “Fate, transport and transformation test guidelines: OPPTS 835.1230 adsorption/desorpotion.” EPA/712/C-80/009, Washington, DC.
USEPA (U.S. Environmental Protection Agency). (2011a). “Gowanus canal superfund site remedial investigation report.” New York.
USEPA (U.S. Environmental Protection Agency). (2011b). “Third five-year review report for McCormick & Baxter creosoting company superfund site.” Seattle.
USEPA (U.S. Environmental Protection Agency). (2013). “CERCLIS database: Superfund site information.” ⟨http://cfpub.epa.gov/supercpad/cursites/srchsites.cfm⟩ (Aug. 15, 2016).
Valsaraj, K. T., Thoma, G. J., Porter, C. L., Reible, D. D., and Thibodeaux, L. J. (1993). “Transport of dissolved organic carbon-derived natural colloids from bed sediments to overlying water: Laboratory simulations,” Water Sci. Tech., 28(8–9), 139–147.
Valsaraj, K. T., Verma, S., Sojitra, I., Reible, D. D., and Thibodeaux, L. J. (1996). “Diffusive transport of organic colloids from sediment beds.” J. Environ. Eng., 722–729.
Van Impe, P. O., Mazzieri, F., Van Impe, W. F., and Constales, D. (2002). “A simulation model for consolidation and contaminant coupled flows in clay layers.” Proc., 4th Congress on Environmental Geotechnics, Swets and Zeitlinger, Lisse, Netherlands, 189–194.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 8August 2017

History

Received: Mar 31, 2016
Accepted: Sep 26, 2016
Published online: Mar 17, 2017
Published in print: Aug 1, 2017
Discussion open until: Aug 17, 2017

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Authors

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Dogus Meric [email protected]
Engineer, Geosyntec Consultants, Inc., 1420 Kensington Rd., Suite 103, Oak Brook, IL 60523 (corresponding author). E-mail: [email protected]
Ferdinand Hellweger, M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., 400 Snell Engineering Center, 360 Huntington Ave., Boston, MA 02115.
Akram N. Alshawabkeh, M.ASCE
George A. Snell Professor of Engineering, Dept. of Civil and Environmental Engineering, Northeastern Univ., 400 Snell Engineering Center, 360 Huntington Ave., Boston, MA 02115.
Thomas C. Sheahan, F.ASCE
Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., 400 Snell Engineering Center, 360 Huntington Ave., Boston, MA 02115.

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