Method for deep denitrification and dephosphorization of sewage
A technology for deep denitrification and sewage, applied in chemical instruments and methods, biological water/sewage treatment, oxidized water/sewage treatment, etc. , The effect of reducing COD content
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[0042] Example 1
[0043] The sewage is taken from the pilot plant of sewage treatment on Jinlian Road, Pingshan District, Shenzhen. The sewage flows into the anaerobic tank through the water inlet. After being treated in the anaerobic tank, the effluent flows into the mud water separation tank, and the supernatant liquid separated by the mud water separation tank is dephosphorized. After being treated in the phosphorus removal tank, it flows into the nitrification tank, after being treated in the nitrification tank, it flows into the anoxic tank, and the sludge separated by the mud-water separation tank flows into the anoxic tank. After that, the effluent flows into the secondary sedimentation tank, part of the sludge in the secondary sedimentation tank flows into the anaerobic tank, the remaining sludge is discharged from the sludge outlet, and the effluent from the secondary sedimentation tank flows into the ozone oxidation tank. After being treated by the ozone oxidation ta...
Example Embodiment
[0048] Example 2
[0049] The treatment method of Example 2 is basically the same as that of Example 1. The difference is that in Example 2, spherical suspension filler is used as the filler in the nitrification tank, while in Example 1, the braided fiber filler is used as the filler in the nitrification tank.
[0050] The monitoring data are as follows: the concentration of COD in the influent is 206-500mg / L, the concentration of TN in the influent is 30.0-38.0mg / L, the concentration of TP in the influent is 3.1-4.3mg / L, and the average concentration of COD in the effluent is 5.0mg / L, the average concentration of TN in the effluent is 1.5mg / L, and the average concentration of TP in the effluent is lower than 0.1mg / L, which is better than the surface water class IV standard.
Example Embodiment
[0051] Example 3
[0052] The treatment method of Example 3 is basically the same as that of Example 1. The difference is that in Example 3, no filler is used in the nitrification tank, while in Example 1, braided fiber filler is used as the filler in the nitrification tank.
[0053] The monitoring data are as follows: the concentration of COD in the influent is 206-500mg / L, the concentration of TN in the influent is 30.0-38.0mg / L, the concentration of TP in the influent is 3.1-4.3mg / L, and the average concentration of COD in the effluent is 5.6mg / L, the average concentration of TN in the effluent is 1.8mg / L, and the average concentration of TP in the effluent is lower than 0.1mg / L, which is better than the surface water class IV standard.
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