Shao Li-Ming, He Pin-Jing, Li Guo-Jian
State Key Laboratory of Pollution Control and Resources Reuse, Tongji University, 1239 Siping Road, Shanghai 200092, PR China.
Waste Manag. 2008;28(6):1000-7. doi: 10.1016/j.wasman.2007.02.028. Epub 2007 May 16.
The feasibility of simultaneous nitrification and denitrification in a bioreactor landfill with limited aeration was assessed. Three column reactors, simulating bioreactor landfill operations under anaerobic condition (as reference), intermittent forced aeration and enhanced natural aeration were hence established, where aerated columns passed through two phases, i.e., fresh landfill and well-decomposed landfill. The experimental results show that limited aeration decreased nitrogen loadings of leachate distinctly in the fresh landfill. In the well-decomposed landfill, the NH(4)(+)-N of the input leachate could be nitrified completely in the aerated landfill columns. The nitrifying loadings of the column cross section reached 7.9 g N/m(2)d and 16.9 g N/m(2)d in the simulated landfill columns of intermittent forced aeration and enhanced natural aeration, respectively. The denitrification was influenced by oxygen distribution in the landfill column. Intermittent existence of oxygen in the landfill with the intermittent forced aeration was favorable to denitrify the NO(2)(-)-N and NO(3)(-)-N, indicated by the high denitrification efficiency (>99%) under the condition of BOD(5)/TN of more than 5.4 in leachate; locally persistent existence of oxygen in the landfill with enhanced natural aeration could limit the denitrification, indicated by relatively low denitrification efficiency of about 75% even when the BOD(5)/TN in leachate had an average of 7.1.
评估了在曝气受限的生物反应器填埋场中同时进行硝化和反硝化的可行性。因此建立了三个柱式反应器,分别模拟厌氧条件下的生物反应器填埋场运行(作为对照)、间歇强制曝气和强化自然曝气,其中曝气柱经历两个阶段,即新鲜垃圾填埋场和充分分解的垃圾填埋场。实验结果表明,在新鲜垃圾填埋场中,有限曝气显著降低了渗滤液中的氮负荷。在充分分解的垃圾填埋场中,输入渗滤液中的NH₄⁺-N在曝气的填埋柱中可被完全硝化。在间歇强制曝气和强化自然曝气的模拟填埋柱中,柱截面的硝化负荷分别达到7.9 g N/m²·d和16.9 g N/m²·d。反硝化受填埋柱中氧气分布的影响。间歇强制曝气使填埋场中氧气间歇性存在,有利于NO₂⁻-N和NO₃⁻-N的反硝化,渗滤液中BOD₅/TN大于5.4时反硝化效率较高(>99%)表明了这一点;强化自然曝气使填埋场中氧气局部持续存在,会限制反硝化,即使渗滤液中BOD₅/TN平均为7.1时反硝化效率相对较低(约75%)也表明了这一点。