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处理垃圾渗滤液的厌氧反应器的长期性能及最终微生物组成比较

Comparison of long-term performances and final microbial compositions of anaerobic reactors treating landfill leachate.

作者信息

Calli B, Mertoglu B, Roest K, Inanc B

机构信息

Department of Environmental Engineering, Marmara University, 34722 Goztepe, Istanbul, Turkey.

出版信息

Bioresour Technol. 2006 Mar;97(4):641-7. doi: 10.1016/j.biortech.2005.03.021.

DOI:10.1016/j.biortech.2005.03.021
PMID:15919206
Abstract

Laboratory scale anaerobic upflow filter, sludge blanket and hybrid bed reactors were operated for 860 days in the treatment of high ammonia landfill leachate. Organic loading was gradually increased from 1.3 to 23.5 kg COD/m3 day in the start-up period and then fluctuated according to the COD concentration of raw leachate. To prevent free ammonia inhibition, influent pH was reduced to 4.5 after Day 181 and consequently COD removal efficiencies above 80% were achieved in all reactors. However, the anaerobic filter and hybrid bed reactor were generally found slightly more efficient and stable than the UASB reactor. In addition to conventional anaerobic reactor control parameters, the complementary techniques of denaturing gradient gel electrophoresis (DGGE), cloning and fluorescent in situ hybridization (FISH) were used to identify and compare the microbial profiles in the reactors at Day 830. Molecular analyses revealed that acetoclastic Methanosaeta species were prevalent in all reactors and configuration did not have an impact on microbial diversity in the long-term.

摘要

实验室规模的厌氧上流式过滤器、污泥床和混合床反应器运行了860天,用于处理高氨垃圾渗滤液。在启动阶段,有机负荷从1.3逐渐增加到23.5 kg COD/m³·天,然后根据原渗滤液的COD浓度波动。为防止游离氨抑制,在第181天后将进水pH值降至4.5,因此所有反应器的COD去除效率均达到80%以上。然而,通常发现厌氧过滤器和混合床反应器比UASB反应器效率略高且更稳定。除了常规的厌氧反应器控制参数外,还使用变性梯度凝胶电泳(DGGE)、克隆和荧光原位杂交(FISH)等补充技术,在第830天对反应器中的微生物群落进行鉴定和比较。分子分析表明,产乙酸甲烷八叠球菌属在所有反应器中普遍存在,且反应器构型对长期微生物多样性没有影响。

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