Treatment of Landfill Leachate Using Sequential Anaerobic/Aerobic Moving-Bed Biofilm Reactor
厌氧-好氧移动床生物膜反应器串联处理垃圾渗滤液

A sequential anaerobic-aerobic moving-bed biofilm reactor (MBBR) was employed to treat landfill leachate produced from disposal of municipal solid waste. The affecting operation conditions were investigated, and the affecting mechanism was also analyzed. The results showed that the HRT and organic loading rate (OLR) could greatly influence the treat efficiency. When the influent OLR was in the range of 4.01 - 7.87 kg/(m3 x d), the average total COD removal efficiency was 94.2%, and the contribution of anaerobic stage to total COD removal efficiency was 87.95% - 92.76%; while the influent OLR was in the range of 10.23-16.14 kg/(m3 x d), the average total COD removal efficiency was still 92.64%, and the contribution of anaerobic stage to total COD removal efficiency was 79.05% - 86.56%. As long as HRT of aerobic MBBR was longer than 1.25 d, the total HN4+ -N removal efficiency was persistently more than 97%; while the HRT was 0.75 d, the total HN4+ -N removal efficiency was only about 20%. The sequential anaerobic-aerobic MBBR can endure strong loading impact, even though the OLR was sharply increased 4 times and lasted for 24 h; the system could recover the normal treat efficiency in 3 d.