Sewage treatment system and sewage treatment method
A sewage treatment system and sewage treatment method technology, applied in the direction of water/sewage multi-stage treatment, biological water/sewage treatment, water/sludge/sewage treatment, etc., can solve the problem of reduced proportion of nitrifying bacteria, incomplete denitrification reaction, Reduce nitrification activity and other problems, achieve stable operation, improve sewage treatment efficiency, save energy consumption and treatment costs
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Embodiment 1
[0043] Such as figure 1 As shown, the U-type alternating inflow and outflow A / O / A sewage treatment system provided by the present invention includes: the first anaerobic / anoxic tank 3, the first sedimentation tank 5, the aerobic aeration tank 7, and the second sedimentation tank 6 and the second anaerobic / anoxic tank 4. The aerobic aeration tank 7 is U-shaped, and the two ends of the U-shaped aerobic aeration tank 7 are respectively connected to the first sedimentation tank 5 and the second sedimentation tank 6, and the first sedimentation tank 5 is connected to the first anaerobic / anoxic The pool 3 is connected, the second sedimentation tank 6 is connected with the second anaerobic / anoxic tank 4, the first sedimentation tank 5, the first anaerobic / anoxic tank 3 are connected with the second sedimentation tank 6, and the second anaerobic / anoxic tank The pools 4 are symmetrically arranged side by side. In actual construction, the first sedimentation tank 5 and the second sedim...
Embodiment 2
[0046] The sewage treatment method provided by the invention includes periodic water inflow and outflow processes. A processing cycle consists of two half-cycles.
[0047] First half cycle:
[0048] (1) The sewage pretreated by the grid and the grit chamber enters the first anaerobic / anoxic tank 3, and at the same time, the sewage and sludge in the second anaerobic / anoxic tank 4 are partially returned to the second anaerobic / anoxic tank 4 through the sewage return pump An anaerobic / anoxic tank3. This step mainly removes the organic matter in the first anaerobic / anoxic tank 3 . Organic matter is absorbed and transformed into intracellular PHB through the endogenous nitrification reaction of microorganisms, while polyphosphate bacteria absorb volatile acids produced by sewage hydrolysis and acidification under anaerobic conditions to release phosphorus. The volume ratio of the amount of reflux sewage to the total influent of the system, that is, the reflux ratio, is 2 to 4:1,...
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