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Volume 42 Issue 10
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ZHANG Chun-hua, WU Jia-wei, CHEN Yun, XIE Hai-jian, CHEN Yun-min. Simplified method for determination of thickness of composite liners based on contaminant breakthrough time[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1841-1848. DOI: 10.11779/CJGE202010009
Citation: ZHANG Chun-hua, WU Jia-wei, CHEN Yun, XIE Hai-jian, CHEN Yun-min. Simplified method for determination of thickness of composite liners based on contaminant breakthrough time[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1841-1848. DOI: 10.11779/CJGE202010009
shu

Simplified method for determination of thickness of composite liners based on contaminant breakthrough time

  • 1.

    School of Architectural and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou 341000, China

  • 2.

    Instiute of Hydrology and Water Resources Engineering, Zhejiang University, Hangzhou 310058, China

  • 3.

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

  • 4.

    MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China

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  • Received Date: December 05, 2019
  • Available Online: December 07, 2022
    Graphical Abstract
    • Abstract
  • Based on the statistic analysis of the measured concentrations of leachate pollutants found in the six landfill sites in China and the contaminant limit concentration specified in the drinking water standard, the breakthrough standard values for the indicative contamiant in the leachate in the typical and extreme situations are determined to be 0.1 and 0.01, respectively. Based on the analytical solution of contaminant transport through a composite liner consisting of a geomembrane (GMB) and a compacted clay liner (CCL), the simplified formula for determination of the thickness of the composite liner is obtained for the indicative inorganic and organic contaminants by using the numerical fitting method. The simplified method is used to design the composite liner system at the Tianziling landfill site in Hangzhou. When considering the lead (Pb) as the index contaminant, the breakthrough time will be longer than 50 years in the case with the thickness of CCL larger than 0.6 m.
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    • References (36)
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