Coupling treatment of ao printing and dyeing wastewater
A technology for printing and dyeing wastewater and treatment methods, which is applied in the fields of water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc., and can solve the problems of high COD content, large treatment load, and low nitrogen removal efficiency. , to achieve the effect of obvious treatment effect, saving infrastructure costs and shortening wastewater treatment time
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Embodiment 1
[0016] The method of the new AO coupling process of this embodiment to treat printing and dyeing wastewater, combined with figure 1 , the equipment adopted in this process is composed of a hydrolytic acidification tank 1, a middle sedimentation tank 2, an aeration tank 3 and a sedimentation tank 4. The corridor of the hydrolytic acidification tank 1 is a broken line structure, and an agitator is installed in it. The agitator stirs along the diagonal of the hydrolytic acidification tank 1; several aeration heads are installed in the aeration tank 3, and both the hydrolytic acidification tank 1 and the aeration tank 3 are plug-flow reaction tanks.
[0017] The above-mentioned equipment is used to treat the comprehensive printing and dyeing wastewater: the printing and dyeing wastewater enters the hydrolysis acidification tank 1, and after the average residence time (HRT) of the sewage in it is 13 hours, two parts of the water from the hydrolysis acidification tank 1: 2 / 3 enters t...
Embodiment 2
[0021] The method of the new AO coupling process of this embodiment to treat printing and dyeing wastewater, combined with figure 1 , the equipment used in this process is the same as that of Example 1, the difference is that: the printing and dyeing wastewater enters the hydrolytic acidification tank 1, and after the average residence time (HRT) of the sewage in it is 15 hours, the water from the hydrolytic acidification tank 1 is divided into two parts: 2 / 3 enters the intermediate sedimentation tank 2, and the remaining 1 / 3 directly enters the aeration tank 3; after the sewage reacts in the intermediate sedimentation tank 2, the facultative sludge deposited at the bottom of the intermediate sedimentation tank 2 flows back into the hydrolytic acidification tank 1, according to Production demand, the reflux ratio of facultative sludge is 65-70%; while the effluent from intermediate sedimentation tank 2 joins the sewage from hydrolysis acidification tank 1 and directly enters a...
Embodiment 3
[0024] The method of the new AO coupling process of this embodiment to treat printing and dyeing wastewater, combined with figure 1 , the equipment used in this process is the same as that of Example 1, the difference is that: the printing and dyeing wastewater enters the hydrolytic acidification tank 1, and after the average residence time (HRT) of the sewage in it is 11 hours, the water from the hydrolytic acidification tank 1 is divided into two parts: 2 / 3 enters the intermediate sedimentation tank 2, and the remaining 1 / 3 directly enters the aeration tank 3; after the sewage reacts in the intermediate sedimentation tank 2, the facultative sludge deposited at the bottom of the intermediate sedimentation tank 2 flows back into the hydrolytic acidification tank 1, according to Production requirements, the reflux ratio of facultative sludge is 75-80%; while the effluent from intermediate sedimentation tank 2 joins the sewage from hydrolysis acidification tank 1 and directly en...
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