Abstract: The ability of simultaneous biological phosphorus and nitrogen
removal was investigated in a lab-scale continuous-flow two-sludge system.
Alternating anaerobic and anoxic conditions were combined with contact
oxidation stage for treating raw municipal wastewater. Long-term experiments
showed that the contradiction of competing for the organic substrate between
denitrifying bacteria and PAOs (phosphorus accumulating organisms) in
traditional phosphorus and nitrogen removal system has been resolved. The
system can adapt to low influent COD/TN ratio (C/N). Furthermore the SRT
(sludge retention time) of nitrifying sludge and denitrifying phosphorus
removal sludge can be controlled at optimal conditions respectively. The
removal efficiency of COD, TP, TN, and NH_4-N was 81.78%,
92.51%, 75.75%, and 84.47% respectively. It was also found that the appropriate
influent C/N should be controlled at the range of 3.8–6, while the
optimal C/N to the system ranged between 4–5, and the BFR (bypass sludge
flow rate) should be controlled at 0.35 around.