A treatment device and method for high-COD waste water containing fine silicon powder
A wastewater treatment and fine silica fume technology, which is applied in energy wastewater treatment, water/sewage multi-stage treatment, water/sludge/sewage treatment, etc., can solve the problems of complex treatment unit, poor water outlet effect, and large floor area , to achieve the effect of efficient degradation of COD, fast removal speed and small footprint
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0023] A kind of high COD waste water treatment device containing fine silicon powder of the present embodiment, such as figure 1 As shown, it includes regulating tank 1, coagulation tank 2, inclined plate sedimentation tank one 3, hydrolytic acidification tank 4, inclined plate sedimentation tank two 5, split MBR6 and mud storage tank 7 connected in sequence along the water flow direction. A lifting pump 14 is arranged between the pool 1 and the coagulation tank 2, and the wastewater in the regulating tank 1 is pumped into the coagulation tank 2 through the lifting pump 14.
[0024] The inside of the coagulation tank 2 is provided with a PAC dosing and mixing zone 8 , a PAM dosing and mixing zone 9 and a coagulation reaction zone 10 in sequence along the water flow direction.
[0025] The inclined plate sedimentation tank one 3 is connected to the mud storage tank 7 through a pipeline, and a sludge pump one 16 is arranged between the inclined plate sedimentation tank one 3 an...
Embodiment 2
[0038] The difference between this embodiment and Example 1 is: the stirring time of the wastewater in the regulating tank 1 is 7h; the pH of the wastewater entering the coagulation tank 2 is 6, and the residence time in the coagulation tank 2 is 30min; The effective residence time of plate sedimentation tank-3 is 2.5h; the total residence time of wastewater in split MBR 6 is 18h.
Embodiment 3
[0040] The difference between this embodiment and Example 1 is that the stirring time of the wastewater in the regulating tank 1 is 9 hours; the pH of the wastewater entering the coagulation tank 2 is 9, and the residence time in the coagulation tank 2 is 50 min; The effective residence time of plate sedimentation tank-3 is 3.5h; the total residence time of wastewater in split MBR 6 is 22h.
[0041] Processing effect:
[0042]
[0043]
PUM
| Property | Measurement | Unit |
|---|---|---|
| surface load factor | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More 


