The invention particularly relates to a bypass flow type biological
phosphorus removal process. The process comprises the following steps: step 1, feeding
sewage into an anoxic tank, and enabling thesewage to flow into an aerobic tank through the anoxic tank; 2, enabling a part of
nitrification liquid mud water discharged from the aerobic tank to flow back to the anoxic tank again, and the otherpart of
nitrification liquid mud water to flow into a secondary
sedimentation tank; 3, after mud-water separation of
nitrification liquid mud water in the secondary
sedimentation tank, directly discharging supernatant out of the
treatment system as
effluent or subjected to advanced treatment, discharging a part of
sludge, discharging another part of
sludge out of the
treatment system as excess
sludge to realize biological
phosphorus removal, and the other part of sludge respectively flows back to the anoxic tank and the bypass flow pre-anoxic tank according to a certain proportion; 4, uniformly mixing the sludge in the bypass flow pre-anoxic tank and then feeding the sludge into a bypass flow anaerobic tank, so that the sludge is subjected to deep
fermentation in the bypass flow anaerobictank and then flows back to the anoxic tank. By means of the process, the dependence of
phosphorus-accumulating
bacteria on a water inlet
carbon source is reduced, and more carbon sources can be obtained by
denitrifying bacteria, so that an external commercial
carbon source does not need to be added.