A water washing method epoxy resin wastewater treatment system and process
A water-washing epoxy resin and wastewater treatment system technology, which is applied in the direction of water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc., can solve the problem of substandard discharge, poor treatment effect, and treatment cost High-level problems, to achieve good results, discharge standards, and good treatment effects
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Embodiment 1
[0053] A kind of washing method epoxy resin wastewater treatment system, such as figure 1 As shown, it includes sludge tank, conditioning tank, filter press room and aeration regulating tank connected in turn, first-level advanced oxidation sedimentation tank, hydrolysis anaerobic tank, first-level aerobic CBR tank, intermediate sedimentation tank, and second-level Advanced oxidation sedimentation tank, secondary aerobic CBR tank, effluent sedimentation tank and Parshall tank, and the water inlet of the above-mentioned aeration adjustment tank is connected with concentrated water collection tank, washing water collection tank and rain sewage tank.
[0054] The sludge return port of the above-mentioned intermediate sedimentation tank is connected with the above-mentioned primary aerobic CBR pool through the sludge return pipeline; The sewage outlet of the CBR tank and the secondary aerobic CBR tank and the sludge outlet of the intermediate sedimentation tank are connected to th...
Embodiment 2
[0069] This embodiment also provides a water-washing epoxy resin wastewater treatment system, which is basically the same as the water-washing epoxy resin wastewater treatment system in Example 1. The difference between the two is: (1) in the above-mentioned exposure The first Fenton reagent dosing device and the first flocculant dosing device are installed between the air conditioning tank and the first-level advanced oxidation sedimentation tank;
[0070] (2) A second Fenton reagent dosing device and a second flocculant dosing device are installed between the above-mentioned intermediate sedimentation tank and the secondary advanced oxidation sedimentation tank;
[0071] (3) A third flocculant dosing device is installed between the above-mentioned secondary aerobic CBR tank and the effluent sedimentation tank;
[0072] (4) A fourth flocculant dosing device and a decolorizing agent dosing device are installed between the above-mentioned effluent sedimentation tank and the Par...
Embodiment 3
[0077] This embodiment is basically the same as Embodiment 1, the difference between the two is that: the above-mentioned secondary aerobic CBR pool adopts intermittent aeration mode, and after 6 hours of aeration, it is left to stand still for 4 hours.
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