Biological phosphorus removal system construction method based on particle and floc coexistence
A technology for biological phosphorus removal and construction methods, which is applied in chemical instruments and methods, biological water/sewage treatment, water/sludge/sewage treatment, etc. problems, to achieve good phosphorus removal capacity and sludge settling performance, excellent phosphorus removal effect, and maintain stable operation.
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specific Embodiment approach 1
[0015] Specific implementation mode 1: In this implementation mode, the construction method of the biological phosphorus removal system based on the coexistence of particles and flocs is as follows:
[0016] Inoculate the sludge from the secondary settling tank in the sequence batch reactor SBR, the concentration of the inoculated sludge is 2000-4000mg / L, at a reaction temperature of 10-25°C, the volume exchange rate of the sequence batch reactor SBR is 50%, Under the condition that the height-to-diameter ratio of the sequencing batch reactor SBR is 1.3-3.5, add synthetic sewage with sodium propionate as the carbon source into the sequencing batch reactor SBR, and then anaerobically stir under anaerobic conditions for 30- 180 minutes, and then under the condition of superficial gas velocity of 0.0006-0.0026m / s, aerobic reaction for 120-360 minutes, then settling, draining water, and completing the construction of the biological phosphorus removal system based on the coexistence...
specific Embodiment approach 2
[0020] Embodiment 2: This embodiment differs from Embodiment 1 in that the aspect ratio of the sequencing batch reactor SBR is 1.5-3. Others are the same as in the first embodiment.
specific Embodiment approach 3
[0021] Embodiment 3: This embodiment differs from Embodiment 1 or Embodiment 2 in that the aspect ratio of the sequencing batch reactor SBR is 1.8-2.5. Others are the same as those in the first or second embodiment.
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