A kind of treatment method of sewage dephosphorization and denitrification
A treatment method and sewage technology, applied in water/sewage treatment, multi-stage water/sewage treatment, biological water/sewage treatment, etc., can solve the problems of difficult separation of solid and liquid, high cost, low treatment cost, etc., and achieve adsorption effect Improve, reduce processing costs, reduce the effect of dosage
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Embodiment 1
[0035] A treatment method for dephosphorization and denitrification of sewage, characterized in that it comprises the following steps:
[0036] (1) After the industrial wastewater passes through the grid, it enters the grit chamber, and the sewage separated from sand and water enters the primary sedimentation tank, and passes through the primary sedimentation tank to promote the buoyancy of oil in the wastewater and reduce the content of suspended solids;
[0037] (2) Preparation of physical adsorbent
[0038] Mix according to the mass ratio of forsterite powder, shell powder, perlite powder, and pore-forming agent at a mass ratio of 4:1:2:3, stir evenly, place in a granulator, and add 22-25% (weight) of the mixture water, granulated to obtain a spherical green body with a particle size of 3-5mm; dried at 100°C for 20 hours, and calcined at 1100°C for 1 hour to obtain a physical adsorbent.
[0039] (3) The wastewater treated by the primary sedimentation tank enters the aerati...
Embodiment 2
[0056] A treatment method for dephosphorization and denitrification of sewage, characterized in that it comprises the following steps:
[0057] (1) After the industrial wastewater passes through the grid, it enters the grit chamber, and the sewage separated from sand and water enters the primary sedimentation tank, and passes through the primary sedimentation tank to promote the buoyancy of oil in the wastewater and reduce the content of suspended solids;
[0058] (2) Preparation of physical adsorbent
[0059] Mix according to the mass ratio of forsterite powder, shell powder, perlite powder, and pore-forming agent at a mass ratio of 4:1:2:3, stir evenly, place in a granulator, and add 22-25% (weight) of the mixture water, granulated to obtain a spherical green body with a particle size of 3-5mm; dried at 100°C for 20 hours, and calcined at 1100°C for 1 hour to obtain a physical adsorbent.
[0060] (3) The wastewater treated by the primary sedimentation tank enters the aerati...
Embodiment 3
[0075] Embodiment 3 Treatment example of waste water effect
[0076] The factory sewage is entered into the sewage treatment system according to the method of embodiment 1-2 respectively, and the bottom material of the kettle is sampled and measured for COD, phosphorus, and ammonia nitrogen data;
[0077] Compared with Example 1, control group 1 does not add physical adsorbent; compared with Example 1, control group 2 does not add composite microbial preparation. Sampling and determination of COD, ammonia nitrogen, SS, and clarity test data are shown in Table 1:
[0078] Table 1
[0079]
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