Gebert J, Gröngröft A
University of Hamburg, Institute of Soil Science, Allende-Platz 2, 20146 Hamburg, Germany.
Waste Manag. 2006;26(4):399-407. doi: 10.1016/j.wasman.2005.11.007. Epub 2006 Jan 4.
An upflow biofilter system was operated on a passively vented landfill for the treatment of residual landfill methane. Biofilter methane emissions as a basis for determining methane removal rates were assessed by manual and automated chamber measurements, by measuring methane concentrations in the top layer gaseous phase in combination with gas flow rates, and by evaluating the methane load in the reverse gas flow following the change of landfill gas flux direction as governed by the course of barometric pressure. Methane removal rates were very high with maximum values of 80 g h(-1) m(-3). For the observed cases, the limit of biofilter methane oxidation capacity was not reached and absolute removal rates were thus linearly correlated to the amount of methane entering the filter. The analysis of methane loads flowing back from the biofilter following phases of longer, continuous and non-oscillating landfill gas emission, however, revealed that in these situations biofilter performance is restricted by deficient oxygen supply. At the oxygen-restricted capacity limit, removal rates are influenced by temperature (positively), methane influx (negatively) and flow rate (negatively) as a measure for the displacement of oxygen. These situations, however, account for only 12% of all emission phases. The investigated biofilter capacity, as derived from laboratory analyses of methanotrophic activities, is sufficient to oxidise 62% of the methane load emitted annually. Field and laboratory data provide a stable basis for the dimensioning of filters in future applications.
在一个被动通风的垃圾填埋场上运行了一个上流式生物滤池系统,用于处理垃圾填埋场残余甲烷。通过手动和自动气室测量、结合气体流速测量顶层气相中的甲烷浓度以及根据气压变化评估垃圾填埋气体通量方向改变后反向气流中的甲烷负荷,来评估作为确定甲烷去除率基础的生物滤池甲烷排放。甲烷去除率非常高,最大值为80 g h(-1) m(-3)。在观察到的案例中,未达到生物滤池甲烷氧化能力的极限,因此绝对去除率与进入滤池的甲烷量呈线性相关。然而,对较长时间、连续且无波动的垃圾填埋气体排放阶段后从生物滤池回流的甲烷负荷进行分析发现,在这些情况下,生物滤池的性能受到氧气供应不足的限制。在氧气受限的容量极限下,去除率受温度(正相关)、甲烷流入量(负相关)和作为氧气置换量度的流速(负相关)的影响。然而,这些情况仅占所有排放阶段的12%。根据甲烷营养活性的实验室分析得出的所研究生物滤池的容量,足以氧化每年排放的甲烷负荷的62%。现场和实验室数据为未来应用中滤池的尺寸设计提供了稳定的基础。