Removal of nitrogen and phosphorus in a combined A²/O-BAF system with a short aerobic SRT

A bench-scale anaerobic/anoxic/aerobicp rocess-biological aerated filter (AVO-BAF) combined system was carried out to treat wastewater with lower C/N and C/P ratios. The A²/0 process was operated in a short aerobic sludge retention time (SRT) for organic pollutants and phosphorus removal, and denitrification. The subsequent BAF process was mainly used for nitrification. The BAF effluent was partially returned to anoxic zone of the A²/0 process to provide electron acceptors for denitrification and anoxic P uptake. This unique system formed an environment for reproducing the denitrifjmg phosphate-accumulating organisms (DPAOs). The ratio of DPAOs to phosphorus accumulating organisms (PAOs) could be maintained at 28% by optimizing the organic loads in the anaerobic zone and the nitrate loads into the anoxic zone in the Az/O process. The aerobic phosphorus over-uptake and discharge of excess activated sludge was the main mechanism of phosphorus removal in the combined system. The aerobic SRT of the AVO process should meet the demands for the development of aerobic PAOs and the restraint on the nitrifiers growth, and the contact time in the aerobic zone of the A²/0 process should be longer than 30 min, which ensured efficient phosphorus removal in the combined system. The adequate BAF effluent return rates should be controlled with 1-4 mg/L nitrate nitrogen in the anoxic zone effluent of AVO process to achieve the optimal nitrogen and phosphorus removal efficiencies.