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张春华, 吴家葳, 陈赟, 谢海建, 陈云敏. 基于污染物击穿时间的填埋场复合衬垫厚度简化设计方法[J]. 岩土工程学报, 2020, 42(10): 1841-1848. DOI: 10.11779/CJGE202010009
引用本文: 张春华, 吴家葳, 陈赟, 谢海建, 陈云敏. 基于污染物击穿时间的填埋场复合衬垫厚度简化设计方法[J]. 岩土工程学报, 2020, 42(10): 1841-1848. DOI: 10.11779/CJGE202010009
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

基于污染物击穿时间的填埋场复合衬垫厚度简化设计方法

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

  • 摘要: 通过对中国6个典型垃圾填埋场中渗滤液各组分的实测浓度值的统计分析,并与中国生活饮用水卫生标准中的界限浓度值进行对比分析,确定了以渗滤液中不同污染物组分为指示性污染物时的典型击穿标准和极端情况的击穿标准分别为0.1和0.01。基于已有的污染物在复合衬垫GMB+CCL中的一维运移解析解,在分别考虑了以有机物污染物和无机污染物为击穿指标的情况下,利用数值拟合的方法得到了两种情况下复合衬垫中CCL厚度的简化计算公式。以杭州天子岭垃圾填埋场为例,利用简化计算方法对复合衬垫的厚度设计进行了验证;结果表明,若要保证渗滤液中的Pb击穿GMB/CCL复合衬垫的时间大于50 a,则土工膜下覆的CCL的厚度至少需要0.6 m。

     

    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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