Lincomycin production wastewater treatment method
A technology for the production of wastewater and lincomycin, which is applied in biological water/sewage treatment, water/sewage treatment, oxidized water/sewage treatment, etc. It can solve the problems of unfavorable energy saving and emission reduction, difficulty in stably meeting discharge standards, long process debugging period, etc. problem, to achieve the effect of high treatment efficiency, low treatment cost and small dosage
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Embodiment 1
[0035] The quality of wastewater produced by the lincomycin production process in a factory is: COD 8000mg / L, salt content 1.5wt%, SS 2000mg / L, ammonia nitrogen concentration 20mg / L, pH 8.0.
[0036] First, the ozone oxidation method is used to treat the lincomycin production wastewater. The dosage of the ozone oxidant is 30mg / L, the inlet concentration of the ozone oxidant gas is 100mg / L, the hydraulic retention time is 30min, and the ozone oxidation effluent BOD 5 / COD≥0.6. Then carry out coagulation and sedimentation treatment, first add polyacrylamide, the dosage of polyacrylamide is 5mg / L, and then add polyferric sulfate, the dosage is 60mg / L. The concentration of suspended solids in the coagulation effluent is reduced to below 500mg / L. After coagulation and precipitation, filter to remove the precipitate, and use a batch centrifuge to filter, the rotation speed is controlled at 3000rpm, and the centrifugation time is 5min. The effluent enters the internal circulation a...
Embodiment 2
[0038] The quality of wastewater produced by the lincomycin production process in a factory is as follows: COD is 11000mg / L, salt content is 2wt%, SS is 3000mg / L, ammonia nitrogen concentration is 50mg / L, and pH is 8.5.
[0039] First, the ozone oxidation method is used to treat the lincomycin production wastewater. The dosage of the ozone oxidant is 40mg / L, the inlet concentration of the ozone oxidant gas is 120mg / L, the hydraulic retention time is 40min, and the BOD of the ozone oxidation effluent 5 / COD≥0.6. Then carry out coagulation and sedimentation treatment, first add polyacrylamide, the dosage of polyacrylamide is 7mg / L, and then add ferric chloride, the dosage is 50mg / L. The concentration of suspended solids in the coagulation effluent is reduced to below 500mg / L. After coagulation and precipitation, filter to remove the precipitate, and use a batch centrifuge to filter, the rotation speed is controlled at 3000rpm, and the centrifugation time is 5min. The effluent ...
Embodiment 3
[0041] The treatment process and operating conditions are the same as in Example 1, the difference is that in step (4) the aerobic biochemical treatment unit is added with 0.3% of the volume of the treated wastewater per hour. The COD concentration in water is lower than 100mg / L, and the ammonia nitrogen concentration is lower than 10mg / L.
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