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

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 NH 4 +-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 NH 4 +-N removal rate and maximum nitrification rate were 0.84 kg NH 4 +-N/m 3/d and 0.50 kg NO 3 −-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 CH 4, CO 2, and N 2 were kept relatively constant, 66–75, 22–32, and 2–3%, respectively.