Treatment method for dye intermediate para-ester production wastewater
A technology for dye intermediates and waste water production, which is applied in natural water treatment, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc., and can solve the problem of large residual amount of alkylene oxide, high treatment cost and high waste water Concentration and other issues, to achieve good effect, high treatment efficiency, high organic load effect
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Embodiment 1
[0034] 1. Using acetanilide to synthesize dye intermediate para-ester wastewater, its characteristics: the salt content reaches 250000mg / L, the COD reaches 80000mg / L, the pH value is 7.6, the total phosphorus is 25mg / L, and the sodium sulfate content is 60000-65000mg / L.
[0035] Two: Put the waste water from para-ester production into the MVR desalination device to remove sodium sulfate so that the sodium sulfate content in the wastewater concentrate is 30,000-35,000 mg / L, and the COD reaches 75,000 mg / L. Specific operation: Pour the raw wastewater into the evaporator, start the axial flow pump, MVR and vacuum system, control the steam pressure to 0.5-1.0MPa, the negative pressure in the evaporator to 0.5-0.8MPa, and the temperature T: 95-98°C. Concentrate under high pressure until 25% to 5% of sodium sulfate crystals appear in the wastewater, pass the concentrated solution through a centrifuge to separate the sodium sulfate in the concentrated solution from the wastewater, and...
Embodiment 2
[0043] Use acetanilide to synthesize dye intermediate para-ester wastewater. The salt content in the wastewater is about 250,000 mg / L, the COD is 82,000 mg / L, the pH value is 7.5, the total phosphorus is 26 mg / L, and the sodium sulfate content is about 65,000 mg / L. Adopt the method of embodiment 1, control steam pressure 0.4~0.7MPa in MVR evaporation process, negative pressure in evaporator 0.5~0.7MPa, temperature 90~98 ℃, the dosing ratio of MVR concentrated centrifugal mother liquor and chlorine oxide is 10 : 2.3, other operations are the same as embodiment 1. Finally, the effluent of the sedimentation tank has a COD of 200-300 mg / L, a pH of 7.0-8.0, a total phosphorus of 0.6 mg / L, a BOD of 205 mg / L, and a chromaticity of 1.0.
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