Simultaneous organic and nitrogen removal from municipal landfill leachate using an anaerobic-aerobic system

被引:193
作者
Im, JH
Woo, HJ
Choi, MW
Han, KB
Kim, CW
机构
[1] Pusan Natl Univ, Coll Engn, Dept Environm Engn, Kumjeoung Ku, Pusan, South Korea
[2] Pusan Natl Univ, Inst Environm Technol & Ind, Pusan 609735, South Korea
[3] Sorabol Coll, Dept Environm Engn, Kyoungju, South Korea
关键词
nitrification; denitrification; anaerobic-aerobic system; gas production; methanogenesis;
D O I
10.1016/S0043-1354(00)00519-4
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
An anaerobic-aerobic system including simultaneous methanogenesis and denitrification was introduced to treat organic and nitrogen compounds in immature leachate from a landfill site. Denitrification and methanogenesis were successfully carried out in the anaerobic reactor while the organic removal and nitrification of NH4+-N were carried out in the aerobic reactor when rich organic substrate was supplied with appropriate hydraulic retention time. The maximum organic removal rate was 15.2 kg COD/m(3) d in the anaerobic reactor while the maximum NH4+-N removal rate and maximum nitrification rate were 0.84 kg NH4+-N/m(3)/d and 0.50 kg NO3--N/m(3)/d, respectively, in the aerobic reactor. The pH range for proper nitrification was 6-8.8 in the aerobic reactor. The organic compounds inhibited nitrification so that the organic removal in the anaerobic reactor could enhance the nitrification rate in the following aerobic reactor. The gas production rate was 0.33 m(3)/kg COD and the biogas compositions of CH4, CO2, and N-2 were kept relatively constant, 66-75, 22-32, and 2-3%, respectively. (C) 2001 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:2403 / 2410
页数:8
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