A kind of activated sludge treatment method of saline wastewater
A technology for activated sludge and salty wastewater, applied in the field of activated sludge treatment, can solve the problems of energy consumption and waste of air aeration, and achieve the effects of low operating cost, promoting efficiency and enhancing mass transfer performance.
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Embodiment 1
[0053] Activated sludge treatment (comprising anoxic treatment and aerobic treatment) is carried out to saline waste water 1, and the method for described treatment is according to " " water pollution control project " page 342-344: water pollution control project, edited by Wang Yu, Lin Fengkai Associate Editor, Chemical Industry Press, 2008". The difference is that a cyclone is set on the return line from aerobic to anaerobic, the flow rate of the cyclone inlet is 4-6m / s, the feed pressure is 0.10-0.15MPa, the inlet and outlet The pressure difference of the cyclone is 0.10-0.15MPa, the flow rate of the overflow port of the cyclone is 3.5 volume% of the inlet flow rate, and the velocity gradient of the mixed material (reflux liquid) from the aerobic treatment in the cyclone is 4000S -1 . The particle size of 80% by weight of activated sludge flocs after cyclone is 0.5-1mm, and the particle diameter of all activated sludge flocs is not more than 2mm. The processing results a...
Embodiment 2
[0055] Activated sludge treatment (including anoxic treatment and aerobic treatment) is performed on the saline wastewater 2 . The treatment method is carried out according to ""Water Pollution Control Engineering" pages 342-344: Water Pollution Control Engineering, editor-in-chief Wang Yu, deputy editor-in-chief Lin Fengkai, Chemical Industry Press, 2008". The difference is that a cyclone is set on the return line from aerobic to anaerobic, the flow rate of the cyclone inlet is 1-4m / s, the feed pressure is 0.03-0.06MPa, the inlet and outlet The pressure difference of the cyclone is 0.06MPa, the flow rate of the overflow port of the cyclone is 2% by volume of the inlet flow rate, and the velocity gradient of the mixed material (reflux liquid) from the aerobic treatment in the cyclone is 2800S -1 . The particle size of 60% by weight of activated sludge flocs after cyclone is 0.5-1mm, and the particle diameter of all activated sludge flocs is not more than 2mm. The processing ...
Embodiment 3
[0057] Activated sludge treatment (including anoxic treatment and aerobic treatment) is performed on the saline wastewater 3 . The treatment method is carried out according to ""Water Pollution Control Engineering" pages 342-344: Water Pollution Control Engineering, editor-in-chief Wang Yu, deputy editor-in-chief Lin Fengkai, Chemical Industry Press, 2008". The difference is that a cyclone is set on the return line from aerobic to anaerobic, the flow rate of the cyclone inlet is 6-8m / s, the feed pressure is 0.08-0.10MPa, the inlet and outlet The pressure difference of the cyclone is 0.10MPa, the flow rate of the overflow port of the cyclone is 5% by volume of the inlet flow rate, and the velocity gradient of the mixed material from the aerobic treatment in the cyclone is 5600S -1 . The particle size of 90% by weight of activated sludge flocs after cyclone is 0.5-1mm, and the particle diameter of all activated sludge flocs is not more than 2mm. The processing results are show...
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