Abstract
A composite liner consisting of a geomembrane (GMB) and a geosynthetic clay liner (GCL) can be compromised by inorganic contaminants because of a defective GMB. When the composite liner with defective GMB is exposed to aggressive leachate conditions, the neglect of the chemical incompatibility of the GCL can potentially result in an underestimation of the leakage rate and flux through the composite liner. This paper proposed a numerical investigation on the effect of chemical incompatibility of GCL on the barrier performance of the composite liner with hole defect. Four cases with leachate solutions having varied cation valencies and ionic strengths were analyzed, in which the hydraulic conductivity of GCL was concentration-dependent. Both the effect of the chemical incompatibility of GCL and the mechanisms were analyzed. The incompatibility of GCL resulted in significant increases in leakage rate and flux through the composite liner by factors of up to 4.9 and 5.0, respectively. The incompatibility-affected area in GCL is located within 0.1 m from the center of the hole in the GMB. The coupled increase in the hydraulic conductivity of GCL and pore water concentration impacts the flux and leakage in a short period of time. With GCL chemical incompatibility considered, advection may dominate the contaminant transport through GCL.
目的
考虑膨润土防水毯(GCL)的化学相容性会影响带缺陷的复合衬垫中的渗流与污染物迁移。本文旨在探讨GCL的化学不相容性对复合衬垫的防污性能(衬垫底部的渗漏量以及污染物通量)产生的影响并分析导致这种影响产生的机理。
创新点
1. 采用逻辑斯蒂函数模型拟合GCL渗透系数与无机渗滤液中盐浓度之间的关系;2. 在计算模型中引入GCL渗透系数与孔隙水浓度的耦合曲线,模拟了在考虑GCL化学不相容性条件下复合衬垫中的渗流与污染物迁移过程;3. 采用计算过程中衬垫内各物理量的实时变化表征了GCL化学不相容性的影响机理。
方法
1. 通过数据收集、归纳与拟合得到GCL渗透系数在无机盐溶液中与溶液浓度之间的关系(图1和3,公式(5));2. 通过建立数值模型并引入GCL渗透系数与孔隙水浓度的耦合曲线,模拟在考虑GCL化学不相容性条件下复合衬垫中的渗流与污染物迁移过程,计算GCL化学不相容性对复合衬垫防污性能的影响大小(图5);3. 通过对污染物迁移过程中衬垫内的浓度、水头、流速以及通量分布的分析,得到GCL化学相容性影响衬垫性能的机理(图6~10)。
结论
1. 在评估带缺陷复合衬垫防污性能时,尤其是对于含高浓度无机阳离子渗滤液的填埋场,有必要考虑GCL的化学不相容性;2. GCL的化学不相容性会导致孔洞正下方GCL中流速与通量明显增加,以及润湿区半径减小;3. GCL中化学不相容性的影响区域很小,在所有考虑的工况中均小于0.1 m,且化学不相容性导致GCL渗透系数会在极短的时间内迅速增高;4. GCL的化学不相容性显著增加了通过复合衬垫的对流通量与扩散通量的比值。
Similar content being viewed by others
References
Abdulsalam A, Idris A, Mohamed TA, et al., 2017. An integrated technique using solar and evaporation ponds for effective brine disposal management. International Journal of Sustainable Energy, 36(9):914–925. https://doi.org/10.1080/14786451.2015.1135923
Barone FS, Yanful EK, Quigley RM, et al., 1989. Effect of multiple contaminant migration on diffusion and adsorption of some domestic waste contaminants in a natural clayey soil. Canadian Geotechnical Journal, 26(2): 189–198. https://doi.org/10.1139/t89-028
Barroso M, Touze-Foltz N, von Maubeuge K, et al., 2006. Laboratory investigation of flow rate through composite liners consisting of a geomembrane, a GCL and a soil liner. Geotextiles and Geomembranes, 24(3):139–155. https://doi.org/10.1016/j.geotexmem.2006.01.003
Bouazza A, Singh RM, Rowe RK, et al., 2014. Heat and moisture migration in a geomembrane-GCL composite liner subjected to high temperatures and low vertical stresses. Geotextiles and Geomembranes, 42(5):555–563. https://doi.org/10.1016/j.geotexmem.2014.08.002
Brown KW, Thomas JC, Lytton RL, et al., 1987. Quantification of Leak Rates Through Holes in Landfill Liners. EPA/600/S2-87/062, U. S. Environmental Protection Agency, Hazardous Waste Engineering Research Laboratory, Cincinnati, USA.
Chai JC, Prongmanee N, 2020. Barrier properties of a geosyn-thetic clay liner using polymerized sodium bentonite. Geotextiles and Geomembranes, 48(3):392–399. https://doi.org/10.1016/j.geotexmem.2019.12.010
Chen GN, Li YC, Zuo XR, et al., 2020. Comparison of adsorption behaviors of kaolin from column and batch tests: concept of dual porosity. Journal of Environmental Engineering, 146(9):04020102. https://doi.org/10.1061/(ASCE)EE.1943-7870.0001792
Chen GN, Yao SY, Wang Y, et al., 2022. Measurement of contaminant adsorption on soils using cycling modified column tests. Chemosphere, 294:133822. https://doi.org/10.1016/j.chemosphere.2022.133822
El-Sebaii AA, Ramadan MRI, Aboul-Enein S, et al., 2011. History of the solar ponds: a review study. Renewable and Sustainable Energy Reviews, 15(6):3319–3325. https://doi.org/10.1016/j.rser.2011.04.008
El-Zein A, McCarroll I, Masoudian MS, 2016. Inorganic transport through composite geosynthetics and compacted clay liners under geomembranes with multiple defects. Australian Geomechanics Journal, 51(1):23–39.
Foose GJ, Benson CH, Edil TB, 2001. Analytical equations for predicting concentration and mass flux from composite liners. Geosynthetics International, 8(6):551–575. https://doi.org/10.1680/gein.8.0206
Foose GJ, Benson CH, Edil TB, 2002. Comparison of solute transport in three composite liners. Journal of Geotechnical and Geoenvironmental Engineering, 128(5):391–403. https://doi.org/10.1061/(asce)1090-0241(2002)128:5(391)
Giroud JP, 1997. Equations for calculating the rate of liquid migration through composite liners due to geomembrane defects. Geosynthetics International, 4(3–4):335–348. https://doi.org/10.1680/geinA0097
Giroud JP, Bonaparte R, 1989. Leakage through liners constructed with geomembranes—part II. Composite liners. Geotextiles and Geomembranes, 8(2):71–111. https://doi.org/10.1016/0266-1144(89)90022-8
Giroud JP, Bonaparte R, 2001. Geosynthetics in liquid-containing structures. In: Rowe RK (Ed.), Geotechnical and Geoenvironmental Engineering Handbook. Springer, Boston, USA, p.789–824. https://doi.org/10.1007/978-1-4615-1729-0_26
Javandel I, Doughty C, Tsang CF, 1984. Groundwater Transport: Handbook of Mathematical Models. American Geophysical Union, Washington, USA, p.228. https://doi.org/10.1029/wm010
Jo HY, Katsumi T, Benson CH, et al., 2001. Hydraulic conductivity and swelling of nonprehydrated GCLs permeated with single-species salt solutions. Journal of Geotechnical and Geoenvironmental Engineering, 127(7):557–567. https://doi.org/10.1061/(asce)1090-0241(2001)127:7(557)
Jo HY, Benson CH, Edil TB, 2004. Hydraulic conductivity and cation exchange in non-prehydrated and prehydrated bentonite permeated with weak inorganic salt solutions. Clays and Clay Minerals, 52(6):661–679. https://doi.org/10.1346/ccmn.2004.0520601
Jo HY, Benson CH, Shackelford CD, et al., 2005. Long-term hydraulic conductivity of a geosynthetic clay liner permeated with inorganic salt solutions. Journal of Geotechnical and Geoenvironmental Engineering, 131(4):405–417. https://doi.org/10.1061/(asce)1090-0241(2005)131:4(405)
Katsumi T, Ishimori H, Ogawa A, et al., 2007. Hydraulic conductivity of nonprehydrated geosynthetic clay liners permeated with inorganic solutions and waste leachates. Soils and Foundations, 47(1):79–96. https://doi.org/10.3208/sandf.47.79
Khodary SM, Elwakil AZ, Fujii M, et al., 2020. Effect of hazardous industrial solid waste landfill leachate on the geotechnical properties of clay. Arabian Journal of Geosciences, 13(15):706. https://doi.org/10.1007/s12517-020-05699-8
Kjeldsen P, Barlaz MA, Rooker AP, et al., 2002. Present and long-term composition of MSW landfill leachate: a review. Critical Reviews in Environmental Science and Technology, 32(4):297–336. https://doi.org/10.1080/10643380290813462
Kolstad DC, Benson CH, Edil TB, 2004. Hydraulic conductivity and swell of nonprehydrated geosynthetic clay liners permeated with multispecies inorganic solutions. Journal of Geotechnical and Geoenvironmental Engineering, 130(12):1236–1249. https://doi.org/10.1061/(asce)1090-0241(2004)130:12(1236)
Lake CB, Rowe RK, 2000. Diffusion of sodium and chloride through geosynthetic clay liners. Geotextiles and Geomembranes, 18(2–4):103–131. https://doi.org/10.1016/s0266-1144(99)00023-0
Lee JM, Shackelford CD, 2005. Impact of bentonite quality on hydraulic conductivity of geosynthetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering, 131(1):64–77. https://doi.org/10.1061/(asce)1090-0241(2005)131:1(64)
Lee JM, Shackelford CD, Benson CH, et al., 2005. Correlating index properties and hydraulic conductivity of geosynthetic clay liners. Journal of Geotechnical and Geoenvironmental Engineering, 131(11):1319–1329. https://doi.org/10.1061/(asce)1090-0241(2005)131:11(1319)
Petrov RJ, Rowe RK, 1997. Geosynthetic clay liner (GCL)-chemical compatibility by hydraulic conductivity testing and factors impacting its performance. Canadian Geotechnical Journal, 34(6):863–885. https://doi.org/10.1139/t97-055
Petrov RJ, Rowe RK, Quigley RM, 1997. Selected factors influencing GCL hydraulic conductivity. Journal of Geotechnical and Geoenvironmental Engineering, 123(8): 683–695. https://doi.org/10.1061/(asce)1090-0241(1997)123:8(683)
Rowe RK, 1998. Geosynthetics and the minimization of contaminant migration through barrier systems beneath solid waste. Proceedings of the 6th International Conference on Geosynthetics, p.27–103.
Rowe RK, 2012. Short- and long-term leakage through composite liners. The 7th Arthur Casagrande Lecture. Canadian Geotechnical Journal, 49(2):141–169. https://doi.org/10.1139/t11-092
Rowe RK, Brachman RWI, 2004. Assessment of equivalence of composite liners. Geosynthetics International, 11(4): 273–286. https://doi.org/10.1680/gein.2004.11.4.273
Rowe RK, Abdelatty K, 2012. Modeling contaminant transport through composite liner with a hole in the geomembrane. Canadian Geotechnical Journal, 49(7):773–781. https://doi.org/10.1139/t2012-038
Rowe RK, AbdelRazek AY, 2019. Effect of interface transmissivity and hydraulic conductivity on contaminant migration through composite liners with wrinkles or failed seams. Canadian Geotechnical Journal, 56(11): 1650–1667. https://doi.org/10.1139/cgj-2018-0660
Rowe RK, Quigley RM, Brachman RWI, et al., 2004. Barrier Systems for Waste Disposal Facilities, Edition. CRC Press, London, UK, p.45–99. https://doi.org/10.1680/gein.2004.11.4.273
Ruhl JL, Daniel DE, 1997. Geosynthetic clay liners permeated with chemical solutions and leachates. Journal of Geotechnical and Geoenvironmental Engineering, 123(4):369–381. https://doi.org/10.1061/(asce)1090-0241(1997)123:4(369)
Saidi F, Touze-Foltz N, Goblet P, 2006. 2D and 3D numerical modelling of flow through composite liners involving partially saturated GCLs. Geosynthetics International, 13(6):265–276. https://doi.org/10.1680/gein.2006.13.6.265
Setz MC, Tian K, Benson CH, et al., 2017. Effect of ammonium on the hydraulic conductivity of geosynthetic clay liners. Geotextiles and Geomembranes, 45(6):665–673. https://doi.org/10.1016/j.geotexmem.2017.08.008
Shackelford CD, Redmond PL, 1995. Solute breakthrough curves for processed kaolin at low flow rates. Journal of Geotechnical and Geoenvironmental Engineering, 121(1): 17–32. https://doi.org/10.1061/(asce)0733-9410(1995)121:1(17)
Shackelford CD, Lee JM, 2003. The destructive role of diffiision on clay membrane behavior. Clays and Clay Minerals, 51(2):186–196. https://doi.org/10.1346/ccmn.2003.0510209
Shackelford CD, Benson CH, Katsumi T, et al., 2000. Evaluating the hydraulic conductivity of GCLs permeated with non-standard liquids. Geotextiles and Geomembranes, 18(2–4):133–161. https://doi.org/10.1016/s0266-1144(99)00024-2
Thomas RW, Koerner RM, 1996. Advances in HDPE barrier walls. Geotextiles and Geomembranes, 14(7–8):393–408. https://doi.org/10.1016/0266-1144(96)00024-6
Vasko SM, Jo HY, Benson CH, et al., 2001. Hydraulic conductivity of partially prehydrated geosynthetic clay liners permeated with aqueous calcium chloride solutions. Proceedings of the Geosynthetics Conference 2001, p.685–699.
Acknowledgments
This work is supported by the National Key Research and Development Program of China (Nos. 2018YFC1802304 and 2019YFC1806002) and the National Natural Science Foundation of China (Nos. 42077241 and 51988101).
Author information
Authors and Affiliations
Contributions
Shiyuan YAO and Yuchao LI designed the research. Shiyuan YAO and Guannian CHEN processed the corresponding data. Shiyuan YAO and Shan TONG wrote the first draft of the manuscript. Yuchao LI and Yunmin CHEN helped to organize the manuscript. Shan TONG revised and edited the final version.
Corresponding author
Additional information
Conflict of interest
Shiyuan YAO, Yuchao LI, Shan TONG, Guannian CHEN, and Yunmin CHEN declare that they have no conflict of interest.
Rights and permissions
About this article
Cite this article
Yao, S., Li, Y., Tong, S. et al. Numerical investigation of the effect of geosynthetic clay liner chemical incompatibility on flow and contaminant transport through a defective composite liner. J. Zhejiang Univ. Sci. A 24, 557–568 (2023). https://doi.org/10.1631/jzus.A2200416
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1631/jzus.A2200416
Key words
- Geosynthetic clay liner (GCL)
- Chemical incompatibility
- Leakage
- Contaminant transport
- Hydraulic conductivity