填埋场成层衬垫污染物运移参数等效模型
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王亮,谢海建,吴家葳,陈云敏,丁昊
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Equivalent model for pollutant transport parameters of layered landfill liners
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Liang WANG,Hai-jian XIE,Jia-wei WU,Yun-min CHEN,Hao DING
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表 3 基于100 a击穿时间的GCL单层复合衬垫相对浓度等效参数 |
Tab.3 Equivalent parameters of GCL composite liner in terms of relative concentration based on 100-year breakthrough time |
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hw/m | 1.5 mm GM+7 mm GCL+AL | ve/(10−3 m·a−1) | De/(10−3 m2·a−1) | PL | Cb/C0 | JI/(10−3 g·m−2·a−1) | JA/(g·m−2) | 0.3 | 1.73 m AL | 1.65 | 21.81 | 0.13 | 0.43 | 2.00 | 0.16 | 15.0 | 1.67 m AL | 13.60 | 21.81 | 1.05 | 0.65 | 4.28 | 0.32 | 60.0 | 1.56 m AL | 51.01 | 21.79 | 3.67 | 0.98 | 15.30 | 1.20 | 0.3 | 2.67 m AL | 2.13 | 21.88 | 0.26 | 0.23 | 1.33 | 0.06 | 15.0 | 2.48 m AL | 12.82 | 21.87 | 1.46 | 0.44 | 3.21 | 0.18 | 60.0 | 2.05 m AL | 48.06 | 21.84 | 4.53 | 0.95 | 14.18 | 0.97 | 0.3 | 3.61 m AL | 2.53 | 21.91 | 0.42 | 0.10 | 0.73 | 0.03 | 15.0 | 3.30 m AL | 12.23 | 21.90 | 1.94 | 0.26 | 2.11 | 0.09 | 60.0 | 2.60 m AL | 45.23 | 21.88 | 5.40 | 0.89 | 12.82 | 0.75 |
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