Treatment process of dicyanogen wastewater generated during production of disperse blue 60
A technology of production process and treatment process, applied in the directions of water/sewage multi-stage treatment, water/sludge/sewage treatment, water pollutants, etc. simple effect
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Embodiment 1
[0058] The dicyanide wastewater produced in the production process of Disperse Blue 60, after analysis, the pH value of the raw water is 9.5, the COD is 33260mg / L, and the salt content is 7% (based on the quality of the dicyanide wastewater).
[0059] (1) Wet oxidation: Under the conditions of pH value of 8, temperature of 260°C, pressure of 7Mpa, and air oxidation, the dicyanide wastewater in the production process of Disperse Blue 60 is wet-oxidized, and the oxidation time is 150min. After cooling down, Filtration to obtain filtrate I.
[0060] The effluent after the wet oxidation reaction is brown-black, pH=8.4, COD=4665mg / L, ammonia nitrogen is 2380mg / L; COD removal rate is 86%.
[0061] (2) blow off once: add calcium oxide in filtrate I, adjust pH to 10, take the quality of filtrate I as a benchmark, add 0.1% waste activated carbon, stir 30min, filter; The filtrate (wine red) obtained is heated and Keep warm at 70°C, aerate with air for 1 hour, and the flow rate of the a...
Embodiment 2
[0073] The dicyanide wastewater produced in the production process of Disperse Blue 60, after analysis, the pH value of the raw water is 9.5, the COD is 33260mg / L, and the salt content is 7% (based on the quality of the dicyanide wastewater).
[0074] (1) Wet oxidation: under the conditions that the pH value is 9.5, the temperature is 260°C, the pressure is 5MPa, and 0.5% copper sulfate is the catalyst (based on the quality of dicyanide wastewater), the dicyandioxide in the production process of disperse blue 60 is The cyanide wastewater was subjected to wet oxidation, and the oxidation time was 70 minutes. After cooling down, it was filtered to obtain filtrate I.
[0075] The effluent after the wet oxidation reaction is turbid brown, the effluent pH=7, the COD is 6000mg / L, the ammonia nitrogen is 2600mg / L; the COD removal rate is 81%.
[0076] (2) copper removal: take the quality of filtrate I as a benchmark, add 0.5% sodium sulfide nonahydrate (Na 2 S·9H 2 O), 0.05% activa...
Embodiment 3
[0093] Adopt the dicyanide waste water identical with embodiment 2 to handle.
[0094] Ozone decolorization is not carried out in step (4) of the present embodiment, the wastewater is directly adjusted to a pH of 6, 0.3% activated carbon is added, stirred and adsorbed for 30min, the COD obtained by filtration of the filtrate is 2500mg / L, and the ammonia nitrogen content is 21mg / L.
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