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Numerical Simulation Study of the Impermeability of Pb2+ in Bauxite Leachates

Qin Li

Abstract


Red mud, a highly alkaline fine particulate waste byproduct from alumina production, presents significant challenges for conventional geosynthetic clay liners (GCLs) due to its leachates high ionic strength, which inhibits the swelling of montmorillonite and
compromises liner integrity. To enhance barrier performance, Bentonite-polymer composite geosynthetic clay liners (BPC GCLs) have
been developed by incorporating polymers into sodium bentonite. A numerical simulation was conducted to model the migration of Pb2+,
the primary contaminant, within the liners, accounting for geomembrane defects and polymer distribution. The findings demonstrate that
polymer modification significantly reduces pollutant concentrations, enhancing the impermeability of BPC GCLs. Notably, an increased
polymer content correlates with reduced Pb2+ permeability, suggesting that the seepage resistance of BPC GCLs is augmented by higher
polymer concentrations, thus prolonging their service life.

Keywords


Bauxite leachates; Numerical simulation; Service life; Impermeability

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References


[1] Junqueira F F, Silva A R L, Palmeira E M. Performance of drainage systems incorporating geosynthetics and their effect on leachate

properties[J]. Geotextiles and Geomembranes, 2006, 24(5): 311-324.

[2] Park K D, Fleming I R. Evaluation of a geosynthetic capillary barrier[J]. Geotextiles & Geomembranes, 2006, 24(1): 64-71.

[3] Lange K, Rowe R K, Jamieson H. Attenuation of Heavy Metals by Geosynthetic Clay Liners[J]. Geotechnical Special Publication, 2005,

16(130): 11-27.

[4] Li Qin, Peng Daoping, Wu Zheng, Huang Tao. Attenuation of Cr/Pb in Bauxite Leachates by Bentonite-Polymer Composite Geosynthetic Clay Liners[J]. RSC ADVANCES, 2020, 10(73): 44672-44678.

[5] Xie H J, Chen Y M, Lou Z H. An analytical solution to contaminant transport through composite liners with geomembrane defects[J].

Science China Technological Sciences, 2010, 53(5): 1424-1433.

[6] Haxo H E, Lahey T P. Transport dissolved organics from dilute aqueous solutions through flexible membrane liners[J]. Hazard. Waste

Hazard. Mater, 1988, 5(4): 275-294.

[7] Park J K, Nibras M. Mass flux of organic chemicals through polyethylene geomembranes[J]. Water Environ. Res, 1993, 65(3): 227-237.

[8] Mueller W, Jakob R, Tatzky-Gerth R, and August H. Solubilities, diffusion, and partition coefficients of organic pollutants in HDPE

geomembranes: Experimental results and calculations[J]. Proc., 6th Int. Conf. on Geosynthetics, Atlanta, Industrial Fabrics Association

International, St. Paul, Minn., 1998: 239-248.




DOI: http://dx.doi.org/10.70711/frim.v2i8.5160

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