A system and method for efficiently purifying domestic sewage
A high-efficiency technology for domestic sewage, applied in chemical instruments and methods, biological water/sewage treatment, multi-stage water/sewage treatment, etc., can solve problems affecting the operation of biochemical treatment systems, imbalance of nutrient ratio, low efficiency of nitrification, etc. Achieve the effects of saving nitrification aeration, improving reaction activity and reducing alkali consumption
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Embodiment 1
[0130] A purification system for domestic sewage, such as figure 1 shown. Domestic sewage COD is 259mg / L, ammonia nitrogen is 34.7mg / L, total nitrogen is 46.4mg / L, total phosphorus is 3.1mg / L, and pH is 7.5. The system includes a primary sedimentation tank 1, an acidification tank 2, an aeration tank 3 and an anaerobic tank 4 connected in sequence. A return pipe is set between the acidification tank 2 and the aeration tank 3, and about 1 / 5 of the water is treated by the aeration tank. Return to the acidification tank.
[0131] The domestic sewage enters the primary sedimentation tank 1, and the domestic sewage after sedimentation treatment is transferred to the acidification tank 2; phosphorus-accumulating bacteria are added to the acidification tank 2, and the dosage is 3×10 9 CFU / mL (sewage), control the dissolved oxygen content of acidification tank 2 ≤ 0.2mg / L, after 12 hours of acidification, the supernatant BOD of acidification tank 2 5 About 80mg / L.
[0132] The dom...
Embodiment 2 and comparative example 1
[0138] The domestic sewage purification system and method are the same as in Example 1, the only difference is that the hydraulic retention time in the aeration tank of Example 2 and Comparative Example 1 is 36h and 48h respectively.
[0139] Table 1
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[0141]
Embodiment 3~4 and comparative example 2
[0143] The denitrification method of domestic sewage is the same as that of Example 1, the only difference being that the dissolved oxygen in the aeration tanks in Examples 3-4 and Comparative Example 2 are 1.0-1.5mg / L, 1.6-1.8mg / L and 2.0- 2.2mg / L.
[0144] Table 2
[0145]
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