Investigation of migration of pollutant at the base of Suzhou Qizishan landfill without a liner system

We investigated migration of pollutant at the base of the Suzhou landfill after it had been operated for 13 years. The investigation was carried out by performing chemical analyses on the soil samples taken from the silty clay deposit. Concentrations of chloride, chemical oxygen demand （COD） and the heavy metals in the soil samples were determined using the standard methods. The experimental data showed that the maximum migration depth of chloride was more than 10 m, while the maximum migration depth of COD varied between 1 and 3.5 m. It is believed that the difference is attributed to the variation in diffusion rate and leachate-soil interaction. The chloride profiles also indicated that adveetion may be the dominant contaminant transport mechanism at this site. The total contents ofCu, Pb and Cr are very close to the background levels and the concentration values of these metals mainly are lower than the threshold values specified by the Chinese soil quality standard and the European one. The water-extractable concentrations of COD in the surface of the silty clay generally exceed the limit value specified by the Chinese standard. The concentrations of copper and chromium in pore water are 1-2 orders of magnitude less than the total concentrations of these heavy metals within the soils, implying that heavy metals are mainly adsorbed by the soil particles. Finally, remediation methods were suggested for this landfill site.

填埋场非饱和成层覆盖层一维气水耦合运移模型（英文）

目的：为更好地评价填埋场覆盖层系统的闭气性能，建立水气耦合条件下的覆盖层中气体运移模型。在此基础上分析大气压强波动、渗透系数变化和对流扩散等因素耦合作用下填埋气在覆盖层中的运移规律。创新点：建立水气耦合条件下填埋气在覆盖层中的运移模型，分析多种因素耦合作用下填埋气的运移过程，并比较对流运移和扩散运移的相对重要性。方法：1．通过理论分析，建立考虑压强、对流、扩散和非饱和情况的填埋气耦合运移模型；2．通过试验拟合，得到大气压强波动的拟合经验公式（公式（22）），构建考虑压强波动下填埋气多场耦合运移模型；3．通过仿真模拟，验证所建模型的可行性和正确性（图2），并分析包含大气雎强波动和渗透率等影响因素作用下填埋气的运移规律（图6～8）。结论：1．覆盖层厚度从1米变化到2米，覆盖层中填埋气的浓度变化可达31％；2．对于受大气压强波动影响较大的覆盖层系统（如1×10^3Pa），不能忽略压强波动对填埋气运移的影响；3．气体渗透系数在初期对气体运移有较大影响，随运移时间增加直至气体运移达到稳定状态，渗透牢的影响可以忽略（仅3％）。