Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 45 Issue 8
Turn off MathJax
Article Contents
Abstract
References
Related Articles
CAI Peifu, DING Hao, YANG Dandi, SHI Yanghui, XIE Haijian, JIN Aimin, CHEN Yun. Semi-analytical model for transport of organic contaminants in composite liners considering attenuation of reaction parameters[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(8): 1684-1692. DOI: 10.11779/CJGE20220773
Citation: CAI Peifu, DING Hao, YANG Dandi, SHI Yanghui, XIE Haijian, JIN Aimin, CHEN Yun. Semi-analytical model for transport of organic contaminants in composite liners considering attenuation of reaction parameters[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(8): 1684-1692. DOI: 10.11779/CJGE20220773
shu

Semi-analytical model for transport of organic contaminants in composite liners considering attenuation of reaction parameters

  • 1.

    Ocean College, Zhejiang University, Zhoushan 316021, China

  • 2.

    Center for Balance Architecture, Zhejiang University, Hangzhou 310028, China

  • 3.

    The Architectural Design and Research Institute of Zhejiang University Co., Ltd., Hangzhou 310028, China

More Information
  • Received Date: June 16, 2022
  • Available Online: February 26, 2023
    Graphical Abstract
    • Abstract
  • In order to investigate the influences of the attenuating characteristics of reaction parameters including adsorption and degradation in the clay liners under the geomembrane on the antifouling performances of composite liners, the attenuation of reaction parameters is expressed as a specific function. The one-dimensional semi-analytical solution for transport of organic contaminants in composite liners is obtained by the Laplace transformation. The semi-analytical model is validated through the field test data. The results of dimensionless analysis show that when the reaction parameters in CCL decrease rapidly with the increase of depth (e.g, β=0.1), the breakthrough time can be reduced by 68%. The bottom concentrations and fluxes can be reduced by 40% when the diffusion and degradation dominate transport of contaminants (e.g., Pe2≤1 and Q≥10). The attenuation effects of the reaction parameters can be ignored when the advection is the dominant process (e.g., Pe2≥10 and Q≤1). Without considering the attenuation of reaction parameters, the breakthrough concentration of hydrophilic organic contaminants and hydrophobic organic contaminants can be underestimated by 61% and 37% respectively. The field monitoring data can be better fitted by the proposed model, and it can be used to evaluate the effectiveness of landfill liners. It can also be used for the design of composite liners and the verification of complex numerical models.
    • FullText(HTML)
    • References (28)
  • [1]
    陈云敏, 谢海建, 张春华. 污染物击穿防污屏障与地下水土污染防控研究进展[J]. 水利水电科技进展, 2016, 36(1): 1-10. https://www.cnki.com.cn/Article/CJFDTOTAL-SLSD201601002.htm

    CHEN Yunmin, XIE Haijian, ZHANG Chunhua. Review on penetration of barriers by contaminants and technologies for groundwater and soil contamination control[J]. Advances in Science and Technology of Water Resources, 2016, 36(1): 1-10. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SLSD201601002.htm
    [2]
    SHU S, ZHU W, WANG S W, et al. Leachate breakthrough mechanism and key pollutant indicator of municipal solid waste landfill barrier systems: Centrifuge and numerical modeling approach[J]. Science of the Total Environment, 2018, 612: 1123-1131. doi: 10.1016/j.scitotenv.2017.08.185
    [3]
    DU Y J, SHEN S L, LIU S Y, et al. Contaminant mitigating performance of Chinese standard municipal solid waste landfill liner systems[J]. Geotextiles and Geomembranes, 2009, 27(3): 232-239. doi: 10.1016/j.geotexmem.2008.11.007
    [4]
    KALBE U, MÜLLER W W, BERGER W, et al. Transport of organic contaminants within composite liner systems[J]. Applied Clay Science, 2002, 21(1/2): 67-76.
    [5]
    FOOSE G J. Transit-time design for diffusion through composite liners[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2002, 128(7): 590-601. doi: 10.1061/(ASCE)1090-0241(2002)128:7(590)
    [6]
    PENG M Q, FENG S J, CHEN H X, et al. Analytical model for organic contaminant transport through GMB/CCL composite liner with finite thickness considering adsorption, diffusion and thermodiffusion[J]. Waste Management, 2021, 120: 448-458. doi: 10.1016/j.wasman.2020.10.004
    [7]
    YAN H X, WU J W, THOMAS H R, et al. Analytical model for coupled consolidation and diffusion of organic contaminant transport in triple landfill liners[J]. Geotextiles and Geomembranes, 2021, 49(2): 489-499. doi: 10.1016/j.geotexmem.2020.10.019
    [8]
    XIE H J, DING H, YAN H X, et al. A semi-analytical solution to organic contaminants transport through composite liners considering a single crack in CCL[J]. Environmental Science and Pollution Research, 2022, 29(27): 40768-40780. doi: 10.1007/s11356-021-18171-1
    [9]
    YU C, LIU J F, MA J J, et al. Study on transport and transformation of contaminant through layered soil with large deformation[J]. Environmental Science and Pollution Research, 2018, 25(13): 12764-12779. doi: 10.1007/s11356-018-1325-7
    [10]
    FLURY M, WU Q J, WU L S, et al. Analytical solution for solute transport with depth-dependent transformation or sorption coefficients[J]. Water Resources Research, 1998, 34(11): 2931-2937. doi: 10.1029/98WR02299
    [11]
    VRYZAS Z, PAPADAKIS E N, ORIAKLI K, et al. Biotransformation of atrazine and metolachlor within soil profile and changes in microbial communities[J]. Chemosphere, 2012, 89(11): 1330-1338. doi: 10.1016/j.chemosphere.2012.05.087
    [12]
    ZHAN T L T, GUAN C, XIE H J, et al. Vertical migration of leachate pollutants in clayey soils beneath an uncontrolled landfill at Huainan, China: a field and theoretical investigation[J]. The Science of the Total Environment, 2014, 470/471: 290-298. doi: 10.1016/j.scitotenv.2013.09.081
    [13]
    BREZA-BORUTA B, LEMANOWICZ J, BARTKOWIAK A. Variation in biological and physicochemical parameters of the soil affected by uncontrolled landfill sites[J]. Environmental Earth Sciences, 2016, 75(3): 201. doi: 10.1007/s12665-015-4955-9
    [14]
    REGADÍO M, RUIZ A I, DE SOTO I S, et al. Pollution profiles and physicochemical parameters in old uncontrolled landfills[J]. Waste Management, 2012, 32(3): 482-497. doi: 10.1016/j.wasman.2011.11.008
    [15]
    SONG L Y, WANG Y Q, ZHAO H P, et al. Composition of bacterial and archaeal communities during landfill refuse decomposition processes[J]. Microbiological Research, 2015, 181: 105-111. doi: 10.1016/j.micres.2015.04.009
    [16]
    DONG J, DING L J, WANG X, et al. Vertical profiles of community abundance and diversity of anaerobic methanotrophic Archaea (ANME) and bacteria in a simple waste landfill in North China[J]. Applied Biochemistry and Biotechnology, 2015, 175(5): 2729-2740. doi: 10.1007/s12010-014-1456-3
    [17]
    GAO G Y, FU B J, ZHAN H B, et al. Contaminant transport in soil with depth-dependent reaction coefficients and time-dependent boundary conditions[J]. Water Research, 2013, 47(7): 2507-2522. doi: 10.1016/j.watres.2013.02.021
    [18]
    谢海建, 陈云敏, 楼章华. 污染物通过有缺陷膜复合衬垫的一维运移解析解[J]. 中国科学: 技术科学, 2010, 40(5): 486-495. doi: 10.3969/j.issn.0253-2778.2010.05.0008

    XIE Haijian, CHEN Yunmin, LOU Zhanghua. Analytical solution of one-dimensional migration of pollutants through defective membrane composite liner[J]. Scientia Sinica (Technologica), 2010, 40(5): 486-495. (in Chinese) doi: 10.3969/j.issn.0253-2778.2010.05.0008
    [19]
    ROWE R K, QUIGLEY R M, BRACHMAN R W I, et al. Barrier Systems for Waste Disposal[M]. London and New York: E & FN Spon, 2004.
    [20]
    ROWE R K, ABDELATTY K. Modeling contaminant transport through composite liner with a hole in the geomembrane[J]. Canadian Geotechnical Journal, 2012, 49(7): 773-781. doi: 10.1139/t2012-038
    [21]
    谢海建. 成层介质污染物的运移机理及衬垫系统防污性能研究[D]. 杭州: 浙江大学, 2008.

    XIE Haijian. A Study on Contaminant Transport in Layered Media and the Performance of Landfill Liner Systems[D]. Hangzhou: Zhejiang University, 2008. (in Chinese)
    [22]
    ABATE J, WHITT W. A unified framework for numerically inverting Laplace transforms[J]. INFORMS Journal on Computing, 2006, 18(4): 408-421. doi: 10.1287/ijoc.1050.0137
    [23]
    徐亚, 能昌信, 刘玉强, 等. 垃圾填埋场HDPE膜漏洞密度及其影响因素的统计分析[J]. 环境工程学报, 2015, 9(9): 4558-4564. https://www.cnki.com.cn/Article/CJFDTOTAL-HJJZ201509076.htm

    XU Ya, NAI Changxin, LIU Yuqiang, et al. Statistical analysis on density of accidental-hole in landfill liner system[J]. Chinese Journal of Environmental Engineering, 2015, 9(9): 4558-4564. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HJJZ201509076.htm
    [24]
    ROWE R K, BRACHMAN R W I. Assessment of equivalence of composite liners[J]. Geosynthetics International, 2004, 11(4): 273-286. doi: 10.1680/gein.2004.11.4.273
    [25]
    ROWE R K, CHAPPEL M J, BRACHMAN R W I, et al. Field study of wrinkles in a geomembrane at a composite liner test site[J]. Canadian Geotechnical Journal, 2012, 49(10): 1196-1211. doi: 10.1139/t2012-083
    [26]
    ZHAN L T, CHEN C, WANG Y, et al. Failure probability assessment and parameter sensitivity analysis of a contaminant's transit time through a compacted clay liner[J]. Computers and Geotechnics, 2017, 86: 230-242. doi: 10.1016/j.compgeo.2017.01.014
    [27]
    SANGAM H P, ROWE R K. Migration of dilute aqueous organic pollutants through HDPE geomembranes[J]. Geotextiles and Geomembranes, 2001, 19(6): 329-357. doi: 10.1016/S0266-1144(01)00013-9
    [28]
    XIE H J, JIANG Y S, ZHANG C H, et al. Steady-state analytical models for performance assessment of landfill composite liners[J]. Environmental Science and Pollution Research, 2015, 22(16): 12198-12214. doi: 10.1007/s11356-015-4200-9
    • Related Articles

  • Related Articles

    [1]Experimental Study on the Influence of Formation Lateral Pressure Coefficient on the Mechanical Properties of Double-Layer Lining Structure in Shield Tunnel[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230909
    [2]ZHONG Xiaochun, MO Nuanjiao, YU Mingxue, ZHU Weibin, ZHU Nengwen, YOU Zhi. Unit tests on shield tail brush annular sealing system and its watertightness mechanism[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(2): 354-361. DOI: 10.11779/CJGE20211464
    [3]JIANG Ming-jie, LU Xiao-ping, ZHU Jun-gao, JI En-yue, GUO Wan-li. Method for estimating at-rest lateral pressure coefficient of coarse-grained soils[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(S2): 77-81. DOI: 10.11779/CJGE2018S2016
    [4]SHI Jian-yong, ZHAO Yi. Influence of air pressure and void on permeability coefficient of air in municipal solid waste (MSW)[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(4): 586-593. DOI: 10.11779/CJGE201504002
    [5]LI Guo-wei, HU Jian, LU Xiao-cen, ZHOU Yang. One-dimensional secondary consolidation coefficient and lateral pressure coefficient of overconsolidated soft clay[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(12): 2198-2205.
    [6]JIA Ning. Coefficient of at-rest earth pressure from limited backfill[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(7): 1333-1337.
    [7]TANG Shidong, Lv Jianchun, FU Zong. Solution to initial horizontal stress and lateral earth pressure coefficient at rest by flat dilatometer tests[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(12): 2144-2148.
    [8]LIN Zheng, CHEN Renpeng, CHEN Yunmin, XU Feng. A method for in-situ testing of coefficients of consolidation and permeability of soils[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 505-510.
    [9]GAO Jiangping, YU Maohong, HU Changshun, CHEN Zhongda. Study on the distributive rule of the earth pressure and its coefficient of the reinforced earth wall[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(5): 582-584.
    [10]Peng Dapeng. Probability Analysis of Soil Pressure Coefficient[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(6): 117-122.
    • Supplements (0)

  • Cited by

    Periodical cited type(10)

    1. 李永辉，王海，牛恒宇，蒋晓天. 砂土-钢板界面剪切试验与PFC细观模拟分析. 长江科学院院报. 2025(02): 107-114+137 .
    2. 罗余游，刘洪伟，朱鹏宇. 基于DDA方法的高填方分层碾压强夯研究. 路基工程. 2024(02): 153-158 .
    3. 冯忞，宋文捷. 含水率对残积土与土工织物界面剪切特性的影响. 华南地震. 2024(01): 157-164 .
    4. 禹克强，孙少锐，曹曜，王武超，黄佳豪，靳春林，赵博涵. 养护时间和基质含量对土石混合体力学特性的影响. 河南科学. 2024(07): 994-1002 .
    5. 吴建奇，李敏，罗翔，陈腾. 密实度对格栅-再生混凝土骨料界面剪切特性的影响. 路基工程. 2024(05): 84-90 .
    6. 石广斌，周泽凯. 土石混合体边坡力学特性及稳定性分析方法研究进展. 金属矿山. 2024(10): 202-215 .
    7. 刘旻，张斌，刘飞禹，刘文燕. 土工格栅防护下埋地管道的力学性能及变形分析. 科学技术与工程. 2024(31): 13531-13539 .
    8. 龚健，梁桓玮，王剑峰，王展宏，许海，欧孝夺，罗月静. 含石量、粗颗粒级配与细粒土性质对土石混合体剪切特性影响研究. 广西大学学报(自然科学版). 2024(06): 1244-1258 .
    9. 汤新，蒋亚龙，孙洋，吴亮秦，圣小珍，郭文杰，王建立. 基于离散元法的土石混合体力学特性数值分析. 华东交通大学学报. 2024(06): 1-10 .
    10. 崔倩. 3D土工格栅-砂界面剪切性状研究. 低温建筑技术. 2023(12): 61-65 .

    Other cited types(8)

Catalog

    Get Citation
    PDF
    XML
    Article views (259) PDF downloads (55) Cited by(18)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return