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Permeability of an Organo-Modified Bentonite to Ethanol-Water Solutions

Published online by Cambridge University Press:  01 January 2024

Will P. Gates*
Affiliation:
CSIRO Land and Water, Private Mail Bag No. 2, Glen Osmond, SA 5064, Australia
Andrew Nefiodovas
Affiliation:
CSIRO Land and Water, Private Mail Bag No. 2, Glen Osmond, SA 5064, Australia
Paul Peter
Affiliation:
CSIRO Land and Water, Private Mail Bag No. 2, Glen Osmond, SA 5064, Australia
*
*E-mail address of corresponding author: will.gates@csiro.au

Abstract

Permeability is often the limiting factor in clay-based barrier systems designed to attenuate miscible or immiscible contaminant transport. One critical aspect of barrier design is prediction of the effects of permeant conditions on physicochemical properties (e.g swelling) of the clay component and thus, ultimately, the permeability of the barrier. To this end, the permeability of an organically modified bentonite to ethanol-water solutions was determined to approximate the effects of organo sorption-induced swelling. The bentonite was modified with a substituted alkylammonium cation: benzyloctadecyl-dimethylammonium (BODMA). Powder X-ray diffraction (XRD) measurements were used to measure interlayer expansion and to estimate aggregate particle densities at any given ethanol concentration. Permeability measurements were conducted on samples under confining overburden stresses of 43 kPa (∼2.5 m of saturated soil) using a hydraulic gradient of ∼300. Sample thickness was continuously monitored during measurements of volumetric flow so that sample strain, void ratio and porosity could be calculated from changes in sample pore volumes. For calculations of porosity and void ratio, the swelling solid volume, determined from XRD, was assumed to include the sorbed layer (crystalline water/ethanol), the thickness of which is not normally considered in engineering applications. Exposure of the BODMA bentonite to increasing ethanol concentrations increased the swell volume of the clay. Measured coefficients of permeability for the BODMA bentonite decreased from ∼1 × 10−7m s−1 for pure water to ∼8 × 10−10m s−1 for pure ethanol. Exposure of the organo clay to ethanol-water solutions containing 0.2 M NaCl increased the effect of ethanol on clay swelling and permeability. Probable consequences of the effects of sorption-induced swelling on permeability and the performance of organo clay-based permeable reactive barriers are discussed.

Type
Research Article
Copyright
Copyright © 2004, The Clay Minerals Society

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References

Alther, G.R., (1995) Organically modified clay removes oil from water Waste Management 15 623628 10.1016/0956-053X(96)00023-2.CrossRefGoogle Scholar
Alther, G.R., (2002) Using organoclays to enhance carbon filtration Waste Management 22 507513 10.1016/S0956-053X(01)00045-9.CrossRefGoogle ScholarPubMed
Anandarajah, A., (2003) Mechanism controlling permeability change in clays due to changes in pore fluid Journal of Geotechnical and Geo environmental Engineering 129 163172 10.1061/(ASCE)1090-0241(2003)129:2(163).CrossRefGoogle Scholar
Bonczek, J.L. Harris, W.G. and Nkeda-Kizza, P., (2002) Monolayer to bilayer transitional arrangement of hexadecyltrimethylammonium cations on Na-montmorillonite Clays and Clay Minerals 50 1117 10.1346/000986002761002612.CrossRefGoogle Scholar
Brixie, J.M. and Boyd, S.A., (1994) Treatment of contaminated soils with organoclays to reduce leachable pentachlorophenol Journal of Environmental Quality 23 12831290 10.2134/jeq1994.00472425002300060023x.CrossRefGoogle Scholar
Brown, K.W. (1988) Review and Evaluation of the Influence of Chemicals on the Conductivity of Soil Clays. US Environmental Protection Agency, Hazardous Waste Engineering Research Laboratory. EPA/600/2-88/016. (Reproduced by the National Technical Information Service of the US Department of Commerce as bulletin PB88-170808.).Google Scholar
Churchman, G.J. Askary, M. Peter, P. Wright, M. Raven, M.D. and Self, P.G., (2002) Geotechnical properties indicating environmental applications for an unusual Australian bentonite Applied Clay Science 20 199209 10.1016/S0169-1317(01)00078-3.CrossRefGoogle Scholar
Dobras, T.N. and Elzea, J.M., (1993) In-situ soda ash treatment for contaminated geosynthetic clay liners Proceedings of Geosynthetics 1993 3 11451160.Google Scholar
Egloffstein, T.A., (2001) Natural bentonites — influence of the ion exchange and partial desiccation on permeability and self healing capacity of bentonites used in GCLs Geotextiles and Geomembranes 19 427444 10.1016/S0266-1144(01)00017-6.CrossRefGoogle Scholar
Gates, W.P. (2004) Crystalline swelling of organo-modified clays in ethanol-water solutions. Applied Clay Science (in press).CrossRefGoogle Scholar
Gates, W.P. Anderson, J.S. Raven, M.D. and Churchman, G.J., (2002) Mineralogy of a bentonite from Miles, Queensland, Australia and characterisation of its acid activation products Applied Clay Science 20 189197 10.1016/S0169-1317(01)00072-2.CrossRefGoogle Scholar
Gitipour, S. Bowers, M.T. Huff, W. and Bodocsi, A., (1997) The efficiency of modified bentonite clays for removal of aromatic organics from oily liquid wastes Spill Science and Technology Bulletin 4L 155164 10.1016/S1353-2561(98)00012-7.CrossRefGoogle Scholar
Guerin, T.F. Horner, S. McGovern, T. and Davey, B., (2002) An application of permeable reactive barrier technology to petroleum hydrocarbon contaminated groundwater Water Research 36 1524 10.1016/S0043-1354(01)00233-0.CrossRefGoogle ScholarPubMed
Jaynes, W.F. and Boyd, S.A., (1991) Clay minerals type and organic compound sorption by hexadecyletrimethylammonium-exchanged clays Soil Science Society of America Journal 55 4348 10.2136/sssaj1991.03615995005500010007x.CrossRefGoogle Scholar
Jo, H.Y. Katsumi, T. Benson, C.H. and Edil, T.B., (2001) Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions Journal of Geotechnical and Geoenvironmental Engineering ASCE 127 557567 10.1061/(ASCE)1090-0241(2001)127:7(557).CrossRefGoogle Scholar
Jordan, J.W., (1949) Organophilic bentonites. I. Swelling in organic liquids Journal of Physical and Colloidal Chemistry 53 294306 10.1021/j150467a009.CrossRefGoogle Scholar
Jordan, J.W. Hook, B.J. and Finlayson, C.M., (1950) Organophilic benotnites. II. Organic liquid gels Journal of Physical and Colloidal Chemistry 54 11971208.Google Scholar
Kaye, G.W.C. and Laby, T.H., (1959) Tables of Physical and Chemical Constants 12th London Longmans, Green and Co., Ltd. 31 36, 136, 139.Google Scholar
Klute, A. Dirksen, C. and Klute, A., (1986) Hydraulic conductivity and diffusivity: Laboratory methods Methods of Soil Analysis. Part 1. Physical and Mineralogical Methods 2nd Madison, Wisconsin Soil Science Society of America Chapter 28.CrossRefGoogle Scholar
Koh, S.M. and Dixon, J.B., (2001) Preparation and application of organo-minerals as sorbents of phenol, benzene and toluene Applied Clay Science 18 111122 10.1016/S0169-1317(00)00040-5.CrossRefGoogle Scholar
Lagaly, G., (1984) Clay-organic interactions Philosophical Transactions of the Royal Society, London A311 315332 10.1098/rsta.1984.0031.Google Scholar
Lagaly, G. and Witter, R., (1982) Clustering of liquid molecules on solid surfaces Berichte der Bunsengesselschaft für Physikalische Chemie 86 7480 10.1002/bbpc.19820860116.CrossRefGoogle Scholar
Lagaly, G. Witter, R. Sander, H., Ottewill, R.H. Rochester, C.H. and Smith, A.L., (1983) Water on hydrophobic surfaces Adsorption from Solution London Academic Press 6577 10.1016/B978-0-12-530980-6.50009-7.CrossRefGoogle Scholar
Lo, I.M.C., (1996) Optimization in thickness of a liner composed of claymax® and organo-clay Water Science and Technology 34 421427 10.2166/wst.1996.0650.CrossRefGoogle Scholar
Marshall, T.J. Holmes, J.W. and Rose, C.W., (1996) Soil Physics 3rd New York Cambridge University Press 10.1017/CBO9781139170673 453 pp.CrossRefGoogle Scholar
Michel, J.M. Beaumont, A. and Tessier, D., (2000) A laboratory method for measuring the isotropic character of soil swelling European Journal of Soil Science 51 689–397 10.1046/j.1365-2389.2000.00340.x.CrossRefGoogle Scholar
Moraru, V., (2001) Structure formation of alkylammonium montmorillonites in organic media Applied Clay Science 19 1126 10.1016/S0169-1317(01)00053-9.CrossRefGoogle Scholar
Nzengung, V.A. Voudrais, E.A. Nkedi-Kizza, P. Wampler, J.M. and Weaver, C.E., (1996) Organic co solvent effects on sorption equilibrium of hydrophobic organic chemicals by organo clays Environmental Science and Technology 30 8996 10.1021/es9501225.CrossRefGoogle Scholar
Nzengung, V.A. Nkedi-Kizza, P. Jessup, R.E. and Voudrais, E.A., (1997) Organic co solvent effects on sorption kinetics of hydrophobic organic chemicals by organo clays Environmental Science and Technology 31 14701475 10.1021/es960720z.CrossRefGoogle Scholar
Nzengung, V.A. Castillo, R.M. Gates, W.P. and Mills, G.L., (2002) Abiotic transformation of perchloroethylene in homogeneous dithionite solution and in suspensions of dithionite-treated clay minerals Environmental Science and Technology 35 22442251 10.1021/es001578b.CrossRefGoogle Scholar
Petrov, R.J. and Rowe, R.K., (1997) Geosynthetic clay liner (GCL) — chemical compatibility by hydraulic conductivity testing and factors impacting its performance Canadian Geotechnical Journal 34 863885 10.1139/t97-055.CrossRefGoogle Scholar
Petrov, R.J. Rowe, R.K. and Quigley, R.M., (1997) Selected factors influencing GCL hydraulic conductivity Journal of Geotechnical and Geo environmental Engineering, ASCE 123 683695 10.1061/(ASCE)1090-0241(1997)123:8(683).CrossRefGoogle Scholar
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 Science Society of America Journal 62 512 10.2136/sssaj1998.03615995006200010002x.CrossRefGoogle Scholar
Raussell-Colom, J.A. Serratosa, J.M. and Newman, A.C.D., (1987) Reactions of clays with organic substances Chemistry of Clays and Clay Minerals London Mineralogical Society 371422.Google Scholar
Regdon, I. Dékány, I. and Lagaly, G., (1998) A new way for calculating the adsorption capacity from surface excess isotherms Colloid and Polymer Science 276 511517 10.1007/s003960050273.CrossRefGoogle Scholar
Sangam, H.P. and Rowe, R.K., (2001) Migration of dilute aqueous organic pollutants through HDPE geomembranes Geotextiles and Geomembranes 19 329357 10.1016/S0266-1144(01)00013-9.CrossRefGoogle Scholar
Shackelford, C.D., Daniel, D.E. and Trautwein, S.J., (1994) Waste-soil interactions that alter hydraulic conductivity Hydraulic Conductivity and Waste Contaminant Transport West Conshohocken, Pennsylvania, USA American Society for Testing and Materials 111168 10.1520/STP23887S.CrossRefGoogle Scholar
Shackleford, C.D. Benson, C.H. Katsumi, T. Edil, T.B. and Kin, L., (2000) Evaluating the hydraulic conductivity of GCLs permeated with nonstandard liquids Geotextiles and Geomembranes 18 133161 10.1016/S0266-1144(99)00024-2.CrossRefGoogle Scholar
Singh, N. Megharaj, M. Gates, W.P. Churchman, G.J. Andersonm, J. Kookana, R.S. Naidu, R. Chen, Z. Slade, P.G. and Sethunathan, N., (2003) Bioavailability of an organophosphorus pesticide, fenamiphos, sorbed on an organoclay Journal of Agricultural and Food Chemistry 51 26532658 10.1021/jf025978p.CrossRefGoogle Scholar
Slade, P.G. and Gates, W.P., (2004) Influence of layer charge on the interlayer structures of HDTMA smectites Applied Clay Science 25 93101 10.1016/j.clay.2003.07.007.CrossRefGoogle Scholar
Theng, B.K.G., (1974) The Chemistry of Clay Organic Reactions London Adam Hilger.Google Scholar
Xu, S. and Boyd, S.A., (1995) Cationic surfactant adsorption by swelling and nonswelling layer silicates Langmuir 11 25082514 10.1021/la00007a033.CrossRefGoogle Scholar
Yong, R.N., (1999) Soil suction and soil-water potentials in swelling clays in engineered clay barriers Engineering Geology 54 313 10.1016/S0013-7952(99)00056-3.CrossRefGoogle Scholar