Abstract: Three parallel anaerobic-anoxic/anaerobic-aerobic (AN/AO) processes
were developed to enrich denitrifying phosphorus removal bacteria (DPB) for low
strength wastewater treatment. The main body of the parallel AN/AO process
consists of an AN(anaerobic-anoxic) process and an AO (anaerobic-aerobic)
process. In the AO process, the common phosphorus accumulating organisms (PAOs)
was dominate, while in the AN process, DPB was dominate. The volume of
anaerobic zone (V_{ana}):anoxic zone
(V_{ano}): aerobic zone (V_{aer}) for the
parallel AN/AO process is 1:1:1 in contrast with a
V_{ana}:V_{aer} and
V_{ano}:V_{aer} of 1:2 and 1:4 for a
traditional biological nutrient removal process (BNR). Process 3 excels in the
3 processes on the basis of COD, TN and TP removal. For 4 month operation, the
effluent COD concentration of process 3 did not exceed 60 mg/L; the effluent TN
concentration of process 3 was lower than 15 mg/L; and the effluent TP
concentration of process 3 was lower than 1 mg/L.