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Integrated anaerobic/anoxic/oxic process with biological aerated filter, AAO-BAF system was used to treat domestic wastewater with low C/N ratio of about 4. By adjusting influent flow rate of the AAO reactor and aeration rate of BAF, the effect of hydraulic retention time (HRT) and aeration rate on the performance of the AAO-BAF system was investigated. The results showed that air/liquid ratio and hydraulic load rate (HLR) of BAF had great influence on NH4+ removal. At air/liquid ratio 3:1, NH4+ removal rate decreased to 72%. Further, when HRT=4 h and HLR of BAF was 3 m3 · m-2 · h-1, NH4+ could not be removed completely even with a high air/liquid ratio of 8:1. This work confirmed that there was an obvious relationship between PO4- and NH4+ removal efficiencies in the AAO-BAF system. The NH4+ removal should reach 98% for over 90% of the PO43- removal. When HRT of the AAO reactor was greater than 6 h, and air/liquid ratio of BAF was greater than 4:1, the average removal efficiencies of COD, NH4+, TN and PO43- could reach 87%, 99%, 80% and 95% respectively. © All Rights Reserved.
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