Advanced treatment and reclaimed-water recycling technology for printing and dyeing waste water
A printing and dyeing wastewater, advanced treatment technology, applied in water/sewage multi-stage treatment, water/sludge/sewage treatment, chemical instruments and methods, etc., can solve the problems of high investment, operation and maintenance costs, etc., and achieve reuse rate High efficiency, save production cost, and facilitate the promotion of large-scale industrialization
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Embodiment 1
[0019] Add PAM to the effluent of printing and dyeing wastewater after physical, chemical and biochemical pretreatment for flocculation reaction. The amount of PAM added per liter of wastewater is 1.0mg. Ratio of 20%, the air flotation effluent enters the ozone tank for oxidation, the amount of ozone added per liter of wastewater is 15mg, and the residence time is 1.2h. After treatment, the effluent enters the sand filter through the lift pump. The sand filter is funnel-shaped and paved with 3 Layers of quartz sand with different particle sizes, from top to bottom, the particle sizes of quartz sand are 10mm, 1mm and 0.1mm, and the residence time is 1h. The test results of effluent water quality at each stage are as follows:
[0020]
[0021] After treatment, the removal rate of suspended matter reaches 97.5%, the removal rate of chroma reaches 99.2%, and the removal rate of COD reaches 64%. The sand-filtered water meets the reclaimed water reuse standard and is directly us...
Embodiment 2
[0023] Add PAM to the effluent of printing and dyeing wastewater after physical, chemical and biochemical pretreatments for flocculation reaction. The amount of PAM added per liter of wastewater is 5.0mg. After flocculation reaction, it enters the air flotation tank. 30%, the air flotation effluent enters the ozone tank for oxidation, the amount of ozone added per liter of wastewater is 5mg, and the residence time is 3h. After treatment, the effluent enters the sand filter through the lift pump. The sand filter is funnel-shaped and paved with 3 different layers. The particle size of the ceramsite is 30mm, 3mm and 0.3mm from top to bottom, and the residence time is 1.5h. The test results of effluent water quality at each stage are as follows:
[0024]
[0025] After treatment, the removal rate of suspended matter reaches 95%, the removal rate of chroma reaches 98%, and the removal rate of COD reaches 65%. The sand-filtered water meets the reclaimed water reuse standard and ...
Embodiment 3
[0027] Add PAM to the effluent of printing and dyeing wastewater after physical, chemical and biochemical pretreatments for flocculation reaction. The amount of PAM added per liter of wastewater is 10 mg. After flocculation reaction, it enters the air flotation tank. 10%, the air flotation effluent enters the ozone tank for oxidation, the amount of ozone added per liter of wastewater is 50mg, and the residence time is 0.2h. After treatment, the effluent enters the sand filter through the lift pump. The sand filter is funnel-shaped and paved with 3 layers. Quartz sand with different particle sizes, from top to bottom, the particle size of quartz sand is 50mm, 5mm and 0.5mm, and the residence time is 2h. The test results of effluent water quality at each stage are as follows:
[0028]
[0029] After treatment, the removal rate of suspended solids reaches 96%, the removal rate of chroma reaches 98%, and the removal rate of COD reaches 64%. The sand-filtered water meets the re...
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