System and method for treatment of contact hydrolysis-algae micro-aeration composite wastewater
A sewage treatment method and technology of sewage treatment system, which are applied in water/sewage multi-stage treatment, biological water/sewage treatment, water/sludge/sewage treatment, etc. Large and other problems, to achieve the effect of saving floor space, reducing energy consumption, and small floor space
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Embodiment 1
[0038] Example 1: The complex food chain and microbial system are composed of anaerobic bacteria, facultative bacteria, aerobic bacteria and algae; the main body of the composite reaction system is a primary reaction tank with an effective water depth of 5m, and the tank is covered with elastic fillers with a height of 3.5m and a large specific surface area. The water depth of the upper layer of the filler is 0.5m; a row of aeration facilities is evenly distributed at the bottom of the outlet side of the primary reaction tank, and air is introduced to keep the dissolved oxygen at the outlet end at about 2mg / L, and the dissolved oxygen concentration at 1 / 3~2 / 3 of the inlet end is 0.2 mg / L, the dissolved oxygen concentration at the shallow end 1 / 3 of the water inlet end is 0.5 mg / L, that is, the dissolved oxygen concentration increases gradually along the water flow direction; 3 began to be an aerobic state.
[0039] The anaerobic bacteria, facultative bacteria, aerobic bacter...
Embodiment 2
[0040] Example 2: Anaerobic bacteria, facultative bacteria, aerobic bacteria and algae constitute a complex food chain and microbial system; the main body of the composite reaction system is a primary reaction tank with an effective water depth of 5.5m, and the tank is covered with elastic fillers with a height of 3.5m and a large specific surface area , the water depth of the upper layer of the filler is 1m; a row of aeration facilities is evenly distributed at the bottom of the outlet side of the primary reaction tank, and the air is introduced to keep the dissolved oxygen at the outlet end at about 2 mg / L. The dissolved oxygen concentration in the shallow layer of the inlet water is 0.1 mg / L. The dissolved oxygen concentration at 1 / 3~2 / 3 of the water end is 0.4 mg / L, and the dissolved oxygen concentration at the shallow end 1 / 3 of the water inlet end, that is, the water outlet end is 2 mg / L. That is to say, the concentration of dissolved oxygen increases gradually along th...
Embodiment 3
[0042] Example 3: The complex food chain and microbial system are composed of anaerobic bacteria, facultative bacteria, aerobic bacteria and algae; the main body of the composite reaction system is a primary reaction tank and a secondary reaction tank with an effective water depth of 6m. Large elastic filler, the water depth of the upper layer of the filler is 1m; the composite reaction system is evenly distributed with a row of aeration facilities at the water inlet of the secondary reaction to feed air, and the air is fed to keep the dissolved oxygen at the water outlet at about 2 mg / L, and the water inlet is 1 The dissolved oxygen concentration at / 3~2 / 3 is 0.2 mg / L, the dissolved oxygen concentration at the shallow end 1 / 3 of the water inlet end is 0.5 mg / L, and the shallow end 1 / 3 of the water inlet end is the water outlet end The dissolved oxygen concentration is 4 mg / L. That is to say, the concentration of dissolved oxygen increases gradually along the direction of wa...
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