Department of Environmental Science and Engineering, Tsinghua University, 100084 Beijing, PR China.
Waste Manag. 2010 May;30(5):848-55. doi: 10.1016/j.wasman.2009.12.005. Epub 2010 Jan 6.
Leachate levels are important to landfill stability and safety. High leachate or water levels often lead to landfill instability, which can cause accidents. Here a case study of a landfill located in a humid region of southern China is presented. Leachate distribution and quality were systematically analyzed, and the effect of leachate level on waste-mass stability was assessed. Boreholes were drilled in the field, samples were analyzed in the laboratory, and a simulation was performed. In addition, the safety and stability of the landfill was evaluated. The leachate level in the landfill was 9-19m, which was higher than the top of the dam crest (8-20m). Leachate accounted for more than 1/4 of the total landfill storage capacity. The contaminant concentration of the leachate samples collected directly from the waste body was very high, with large variation among the samples. The mean concentrations of NH(3)-N, BOD, and COD from the waste body were 5404, 14,136, and 22,691mg/L, nearly 2.7, 2.4, and 1.8 times the mean concentrations in the leachate pond, respectively. Three series of shear strength parameters were used in a slope stability analysis, and a limit equilibrium method was used to calculate the factor of safety (Fs). The analysis showed that Fs could be affected by potential anisotropy in the shear strength of the waste. The minimum values of Fs corresponding to series I were 1.84 and 1.17 for units capital I, Ukrainian and II, respectively. The Fs value of unit II was significantly lower than the safe design value (1.25). In addition, Fs decreased with increase in the normalized height of the leachate level, h/H, where h is the height of the leachate mound and H is the maximum thickness of the landfill. If the h/H values of units I and II are kept below 50% and 40%, respectively, a safe design value of 1.25 for Fs can be guaranteed. Therefore, some measures to prevent risk should be considered.
渗滤液水位对垃圾填埋场的稳定性和安全性至关重要。高渗滤液或水位通常会导致垃圾填埋场不稳定,从而引发事故。本文介绍了中国南方一个潮湿地区的垃圾填埋场的案例研究。对渗滤液的分布和质量进行了系统分析,并评估了渗滤液水位对废物质量稳定性的影响。在现场钻了钻孔,在实验室进行了样品分析,并进行了模拟。此外,还评估了垃圾填埋场的安全性和稳定性。垃圾填埋场的渗滤液水位为 9-19m,高于坝顶(8-20m)。渗滤液占总填埋容量的 1/4 以上。从废物体直接采集的渗滤液样品的污染物浓度非常高,样品之间差异很大。从废物体中提取的 NH(3)-N、BOD 和 COD 的平均浓度分别为 5404、14136 和 22691mg/L,分别是渗滤液池平均浓度的 2.7、2.4 和 1.8 倍。在边坡稳定性分析中使用了三组抗剪强度参数,并使用极限平衡法计算了安全系数(Fs)。分析表明,Fs 可能受到废物抗剪强度的潜在各向异性的影响。对于单元 I、乌克兰和 II,系列 I 的最小 Fs 值分别为 1.84 和 1.17。单元 II 的 Fs 值明显低于安全设计值(1.25)。此外,Fs 值随渗滤液水平归一化高度 h/H 的增加而减小,其中 h 是渗滤液丘的高度,H 是垃圾填埋场的最大厚度。如果单元 I 和 II 的 h/H 值分别保持在 50%和 40%以下,则可以保证 Fs 的安全设计值为 1.25。因此,应考虑采取一些预防风险的措施。