A kind of carbon fiber production wastewater treatment process method
A technology for waste water production and treatment process, which is applied in the fields of water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc. It is not easy to precipitate and other problems, and achieves the effects of low cost, small footprint and low yield
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Embodiment 1
[0018] according to figure 1 The process shown is for the treatment of carbon fiber production wastewater. The carbon fiber production wastewater is pumped continuously into the regulating tank (Q=10L / h), mixed evenly in the regulating tank, and then flows into the integrated aerobic membrane bioreactor (MBR) by gravity. At the same time, quantitatively add co-metabolism substrate and nutrient salts (sucrose mass: DMSO mass = 0.13: 1, ammonium carbonate mass: DMSO mass = 0.10: 1) into the MBR, and add sodium bicarbonate to adjust the pH range of the reactor to 6.5 ~5.5, adjust the aeration rate to control the dissolved oxygen concentration range of 2~4mg / L, after 12 hours of aerobic biochemical reaction, the effluent passes through the membrane module of the reactor, and is pumped into the ozone contact tank by the effluent suction pump, and is oxidized by ozone Afterwards, it flows into the clear water tank, and the effluent from the clear water tank is discharged or used as ...
Embodiment 2
[0033] according to figure 1 The process shown is for the treatment of carbon fiber production wastewater. The carbon fiber production wastewater is pumped continuously into the regulating tank (Q=10L / h), mixed evenly in the regulating tank, and then flows into the integrated aerobic membrane bioreactor (MBR) by gravity. At the same time, quantitatively add co-metabolite substrate and nutrient salts (waste molasses mass: DMSO mass = 0.15: 1, ammonium carbonate mass: DMSO mass = 0.10: 1) into the MBR, and add sodium bicarbonate to adjust the pH range of the reactor. 6.5~5.5, adjust the aeration rate to control the dissolved oxygen concentration range of 2~4mg / L. After 12 hours of aerobic biochemical reaction, the effluent passes through the membrane module of the reactor, and is pumped into the ozone contact tank by the effluent suction pump. After oxidation, it flows into the clear water tank, and the effluent from the clear water tank is discharged or used as backwash water f...
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