| 主压缩沉降阶段垃圾填埋体渗透特性研究 |
| 摘要点击 2387 全文点击 2628 投稿时间：2009-01-15 修订日期：2009-04-02 |
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| 中文关键词 垃圾填埋体 主压缩沉降 渗透系数 COD 自然指数 |
| 英文关键词 landfill primary compression hydraulic conductivity COD nature exponential |
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| 中文摘要 |
| 针对垃圾填埋体的研究主要集中在降解及垃圾渗滤液处理，而其渗透特性研究不足的现状，选取处于4种压力状况下的垃圾填埋体，对其主压缩沉降阶段渗透特性进行室内物理试验，结合试验数据对垃圾填埋体渗透性能变化规律进行分析研究.结果表明，4种压力状况下垃圾填埋体试验测定分析符合达西定律，其COD变化处于产酸阶段，对渗透性能的影响可以不予考虑；在此基础上，对垃圾渗透系数计算表明，处于主压缩沉降阶段内，除没有施加压力状况下垃圾填埋体渗透性能变化规律与其他试验表现不尽相同外，其他垃圾填埋体渗透系数变化大致符合自然指数规律，而4种压力状态下的垃圾填埋体渗透系数数值均在10-4.5～10-5.3 m·s-1的范围内，与典型垃圾渗透系数的代表值相一致. |
| 英文摘要 |
| Refuse degradation and landfill leachate treatment are the main research directions of landfill technology at present, but permeability characteristics of landfill body are paid little attention on. According to this actuality, the study selected four kinds of landfill’s bodies under different pressures as study objects and tested the permeability characteristics in the stage of main compression settlement. Through the laboratory physical simulation experiments, the results show that the data of determination and analysis on landfill’s bodies under four difference pressures conform to Darcy’s law. Because the change of COD is in the phase of acid producing, its impact on permeability can not be considered. Based on these conditions, the calculation results of permeability coefficient indicate that during the course of the main compression settlement, the change law of landfill permeability coefficient index is approximately agreed with nature exponential law, expect for the condition of landfill body without pressure. Meanwhile, the landfill permeability coefficient values under four difference pressures are in the range of 10-4.5-10-5.3 m·s-1, which are consistent with the typical representative values of garbage permeability coefficient. |
