Method for high-efficiency combined treatment of printing and dyeing wastewater
A technology for printing and dyeing wastewater and a treatment method, which is applied in the field of printing and dyeing wastewater treatment, can solve the problems of unstable effluent quality, poor treatment effect, and large floor space, and achieves low investment and operation cost, stable effect, and small floor space. Effect
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Embodiment 1
[0025] A printing and dyeing company discharges sewage, COD is 544.4mg / L, NH 3 -N is 35.45mg / L, TN is 40.3mg / L, TP is 11.1mg / L, and the chromaticity is 300 times. The hydrolysis tank adopts an upflow hydrolysis tank, and the wastewater enters from the bottom of the hydrolysis tank, and the water is dispersed and distributed through the water distribution system for hydrolysis and acidification, and the residence time is 24h. After the wastewater is hydrolyzed and acidified, the effluent overflows into the A / O (PACT) reaction tank through the upper overflow weir of the upflow hydrolysis tank, flows through the A tank and the O tank, and sets the internal return and sludge return at the end of the O tank. The total return ratio is 400%. Powdered activated carbon is added to pool O with a dosage of 50mg / L, carbon source methanol is added to pool A with a dosage of 50mg / L, and the residence time is 16h. After biological treatment, the effluent enters the coagulation sedimentatio...
Embodiment 2
[0029] In addition, a printing and dyeing company discharges sewage, COD is 750mg / L, NH 3 -N is 85.92mg / L, TN is 92.49mg / L, TP is 12.2mg / L, and the chromaticity is 400 times. Other operating conditions are the same as implementation example 1, and the effluent water quality COD after treatment is 51.6mg / L, NH 3 -N is 1.78mg / L, TN is 13.8mg / L, TP is 0.2mg / L, and the chromaticity is 10 times. The effluent water quality indicators of each section of the entire combined process are shown in Table 2.
[0030] Table 2 The effluent water quality indicators of each section of another printing and dyeing wastewater treatment combined process (unit: mg / L)
[0031] flooded hydrolytic acidification A / O (PACT) Coagulation and sedimentation filter Total removal rate (%) COD 750.0 470.6 196.6 72.8 51.6 93.1 NH 3 -N 85.92 53.21 5.78 2.53 1.78 97.9 TN 92.49 75.5 30.2 16.2 13.8 85.1 TP 12.2 8.3 2.1 0.3 0.2 98.4 Chroma (ti...
Embodiment 3
[0033] Other operating conditions are the same as in Example 1. The hydrolysis tank is a baffle type hydrolysis tank, and the waste water is hydrolyzed and acidified through 5 grids from top to bottom. The indicators of the effluent quality are: COD is 432.2mg / L, NH 3 -N is 29.86mg / L, TN is 32.3mg / L, TP is 7.5mg / L, and the chromaticity is 160 times. The treatment effect of the whole process on wastewater is close to the result of Example 1.
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