基于Landsim的填埋场长期渗漏的污染风险评价

介绍了Landsim模型的基本理论及其填埋场防渗系统、导排系统长期性能变化的表征方式，在此基础上提出了填埋场长期渗漏风险的表征方式..通过Landsim和HELP模型的耦合,弥补了Landsim模型中堆体入渗计算过于简单的缺陷.运用耦合的Landsim-HELP模型评价了西南地区某危险废物填埋场的长期渗漏的地下水污染风险.结果表明,该耦合模型可以准确的评价填埋场性能变化条件下的渗漏量及其对应概率;该填埋场在短期内(1~3a)地下水被污染的概率风险较小(￡0.33),而在长期内(34a)被污染的风险较大(30.68).建议在制定填埋场的设计和运行标准时需考虑防渗膜、导排管等重要单元长期性能的变化,从而减小其长期渗漏造成的地下水污染风险.

Pollution risk assessment of long-term leaking in landfill-based on the Landsim model.

This paper briefly introduced the basic theory framework of Landsim with especial focus on its way to conceptualize long-term performances of cap layer, liner layer and drainage pipe. The infiltration module of HELP model was introduced to couple with Landsim to improve its accuracy of infiltration calculation. This coupled model was then applied to assess the long-term leaking risk of a hazardous waste landfill in the Southwest China. The measured concentration of target contaminant falls in the range of predicted value. The groundwater pollution risk caused by the leachate leakage was ignorable in short-term(1~3year) with the pollution probability smaller than or equal to 0.33, but large in long-term (34year) with the pollution probability larger than or equal to 0.68. The case study suggest that insetting the national standards and guidelines about the design and operation of landfill, the long-term change of cap layer, liner layer and drainage pipe should be taken into consideration to reduce the risk of leachate leakage.