The invention discloses a
sewage treatment system which comprises a
grating, a grit tank, a preaeration tank, an anaerobic tank, an anoxia tank, an aerobic tank and a secondary
sedimentation tank.
Sewage enters the grit tank after being treated by the
grating, water discharged from the grit tank sequentially enters a biological
treatment unit composed of the anaerobic tank, the anoxia tank and the aerobic tank to be treated, obtained mixed liquid enters the secondary
sedimentation tank, two outlets are arranged on the secondary
sedimentation tank, one outlet is a discharging port of treated
sewage, and the other outlet is a discharging port of surplus
sludge. A bypass is arranged on the discharging port of the surplus
sludge, and one part of the surplus
sludge discharged from the secondary sedimentation tank flows back to the preaeration tank through a
sewage backflow pump. Simultaneously, one part of the mixed liquid from the aerobic tank flows back to the anoxia tank through a mixed liquid
backflow pump on the bypass. The
sewage treatment system has the advantages of being high in nitrobacterium activity, high in
nitrification rate, high in
ammonia nitrogen removing rate and the like.