Method for treating wastewater in textile printing and dyeing industry
A technology for industrial wastewater and treatment methods, which is applied in the fields of textile industrial wastewater treatment, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc. It can solve the problems of large fluctuations in water quality, poor biodegradability, and toxic and harmful substances in wastewater, etc. problems, to achieve the effects of CODcr reduction, biodegradability improvement, and impact load reduction
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Embodiment 1
[0031] In an industrial area of a certain city, the wastewater from several textile printing and dyeing factories was collected for treatment. The two factories mainly process pure cotton, with an output of several million meters, without alkali recovery. The main dyes are reactive dyes, shihlin dyes, paints and a small amount of sulfur dyes. The treated water volume is 25000m 3 / day, the water quality of mixed wastewater from these two plants is shown in Table 1.
[0032] Table 1 Water quality indicators of mixed wastewater
[0033] project
Range of water quality change
average
COD Cr (mg / L)
236.67~4037.62
2500
BOD 5 (mg / L)
105.78~2050.56
650
SS(mg / L)
59~5944
600
Chroma (times)
27.78~5000
1000
pH value
12.0~14.0
13.0
[0034] Such as figure 1 Shown, the present invention adopts following steps:
[0035] A. Pretreatment of high chroma dyeing stock s...
Embodiment 2
[0045] During the homogenization treatment, the volume ratio between the product of step A, other waste water and waste liquid and the externally introduced organic waste water is 2:1:0.05, and other process conditions are the same as in Example 1. The water quality of the effluent after treatment complies with the Class I standard in Table 3 of GB4287-92 "Discharge Standard of Water Pollutants for Textile Dyeing and Finishing Industry".
Embodiment 3
[0047] During the homogenization treatment, the volume ratio between the product of step A, other waste water and waste liquid and the externally introduced organic waste water is 5:1:0.01, and other process conditions are the same as in Example 1. The water quality of the effluent after treatment complies with the Class I standard in Table 3 of GB4287-92 "Discharge Standard of Water Pollutants for Textile Dyeing and Finishing Industry".
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