Urban sewage treatment device adopting denitrifying glycogen accumulating organisms (DGAOs) and treatment method thereof
A technology for nitrifying polysaccharide bacteria and urban sewage, which is applied in the directions of water/sewage multi-stage treatment, water/sludge/sewage treatment, flocculation/sedimentation water/sewage treatment, etc. It can solve the problems of insufficient understanding of polysaccharide bacteria and achieve Small secondary pollution, reduced operating costs, and high nitrogen removal efficiency
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Embodiment 1
[0019] figure 1 It is a schematic diagram of the structure of the denitrifying polysaccharide bacteria urban sewage treatment device. As shown in the figure, it is a denitrifying polysaccharide bacteria urban sewage treatment device, including a sequencing batch reaction tank and an intermediate water tank. It is characterized in that the above-mentioned sequencing batch reaction tank includes the same effective volume, and is equipped with a stirring device 51, respectively. 52 A anaerobic / anoxic pool 1 and B anaerobic / anoxic pool 2 and an aerobic pool 3 whose effective volume is 3 to 5 times the effective volume of A anaerobic / anoxic pool 1, and the inner bottom of the aerobic pool 3 The aerator 4 is set, the effective volume of the above-mentioned intermediate water tank 7 is the same as that of the aerobic pool 3, and the anaerobic water outlets 12, 22 of the A anaerobic / anoxic pool 1 and B anaerobic / anoxic pool 2 are all Connect to the upper port of the aerobic pool 3, t...
Embodiment 2-1
[0021] This embodiment is a method for urban sewage treatment using the denitrifying polysaccharide bacteria urban sewage treatment device described in Example 1. The effective volume of A anaerobic / anoxic pool 1 and B anaerobic / anoxic pool 2 is 10 liters, the effective volume of aerobic pool 3 is 30 liters, and the effective volume of the intermediate water tank is 30 liters, using the sequence batch operation mode , The sludge concentration of A and B anaerobic / anoxic pools 1 and 2 is 3000-7000mg / L; the sludge concentration of aerobic tank 3 is 1500-2500mg / L; the drainage volume exchange rate of the above-mentioned reaction tanks is 60% The sludge sludge age is all controlled at 30 days; a certain urban sewage is treated, and the water quality is carried out according to the national standard method stipulated in "Water and Wastewater Monitoring and Analysis Methods (Fourth Edition)" written by the State Environmental Protection Administration and published by China Environme...
Embodiment 2-2
[0027] This embodiment is a method for urban sewage treatment using the denitrifying polysaccharide bacteria urban sewage treatment device described in Example 1. The effective volume of A anaerobic / anoxic pool 1 and B anaerobic / anoxic pool 2 is 20 liters, the effective volume of aerobic pool 3 is 80 liters, and the effective volume of the intermediate water tank is 80 liters. , The sludge concentration of A and B anaerobic / anoxic pools 1 and 2 is 3000-7000mg / L; the sludge concentration of aerobic tank 3 is 2500-4000mg / L; the drainage volume exchange rate of the above-mentioned reaction tanks is 75% The sludge sludge age is all controlled at 60 days; the primary sedimentation tank effluent of a certain urban sewage treatment plant is used as the water source, according to the "Water and Wastewater Monitoring and Analysis Method (The Fourth) compiled by the State Environmental Protection Administration and published by China Environmental Science Press. Edition) "The national s...
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