CN208732846U - A kind of brush waste water treatment system processed - Google Patents
A kind of brush waste water treatment system processed Download PDFInfo
- Publication number
- CN208732846U CN208732846U CN201820873594.0U CN201820873594U CN208732846U CN 208732846 U CN208732846 U CN 208732846U CN 201820873594 U CN201820873594 U CN 201820873594U CN 208732846 U CN208732846 U CN 208732846U
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- waste water
- sludge
- tank
- pond
- air
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- Water Treatment By Sorption (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The utility model relates to a kind of brush waste water treatment systems processed, including conditioning tank, air-floating apparatus, acidification pool, Fenton tower, reaction tank, sedimentation basin, restore pond, biochemical treatment integration apparatus, active carbon filter, clear water reserviors, sludge-tank and sludge drying pond, oxidant is placed in the Fenton tower, reducing agent is placed in the reduction pond and is provided with self priming pump, the biochemical treatment integration apparatus includes AO process equipment and MBR membrane cisterna, self priming pump is provided in the MBR membrane cisterna, sludge pump is provided in the sludge-tank, waste water is produced to be discharged after oxidization-reduction and process from total discharge outlet.The utility model can effectively remove a large amount of suspended matters in waste water, and simultaneously for harmful substance in waste water such as benzene class, phenols and oils, colorant etc. can effectively be degraded, and reduce the security risk of waste water, while protecting environment.
Description
Technical field
The utility model relates to waste water treatment system more particularly to a kind of brush waste water treatment systems processed.
Background technique
With the improvement of people's living condition, requirement of the common people for environment is also higher and higher, how preferably to handle life
Living, industrial wastewater is also just at the most important thing.
Displacement water, wire drawing flushing water, centrifuge waste water and the ground cleaning waste water of the fermentation vat generated in existing production, wherein
Containing a large amount of benzene class, phenols and oils, colorant and suspended matter etc. belong to used water difficult to degradate, have seriously threatened our life
Dis environment.
Utility model content
To solve the above-mentioned problems, the utility model provides a kind of brush waste water treatment system processed.
Embodiment:
A kind of brush waste water treatment system processed, it is characterised in that: including conditioning tank, air-floating apparatus, acidification pool, Fenton tower, anti-
Ying Chi, sedimentation basin, reduction pond, biochemical treatment integration apparatus, active carbon filter, clear water reserviors, sludge-tank and sludge drying pond,
The conditioning tank is internally provided with elevator pump, and the air-floating apparatus includes air floatation machine, dissolving and Slag Scraping Device, in the Fenton tower
Oxidant has been prevented, reducing agent has been placed in the reduction pond and is provided with self priming pump, the biochemical treatment integration apparatus
Including AO process equipment and MBR membrane cisterna, it is provided with self priming pump in the MBR membrane cisterna, sludge pump is provided in the sludge-tank, it is raw
It produces waste water and successively passes through conditioning tank, air-floating apparatus, acidification pool, Fenton tower, reaction tank, sedimentation basin, reduction pond, biochemical treatment one
Change equipment, active carbon filter, clear water reserviors, is finally discharged from total discharge outlet.
Further, the oxidant in the Fenton tower is Fenton reagent.
Further, the reducing agent in the reduction pond is sodium sulfite.
The utility model has the advantages that the utility model can effectively remove a large amount of suspended matters in waste water, simultaneously for nuisance in waste water
Matter such as benzene class, phenols and oils, colorant etc. can effectively be degraded, reduce the security risk of waste water, protect simultaneously
Environment.
Detailed description of the invention
Fig. 1 is the process route chart of the utility model.
1- conditioning tank, 2- air-floating apparatus, 3- acidification pool, 4- Fenton tower, 5- reaction tank, 6- sedimentation basin, 7- restore pond, and 8- is raw
Change processing integration apparatus, 9- active carbon filter, 10- clear water reserviors, 11- sludge-tank, 12- sludge drying pond.
Specific embodiment
Specific embodiment of the present utility model is described in detail with reference to the accompanying drawing.
It is flowed into conditioning tank as shown in Figure 1, the production waste water in processing plastic wire-drawing each stage flows automatically under gravity,
Sulfuric acid is added in conditioning tank, the preliminary pH to 7-10 for adjusting waste water, then promoted the alkaline waste water regulated by elevator pump
To air floatation machine, and flocculant poly aluminium chloride (PAC) and polyacrylamide (PAM), aluminium polychloride are added in air floatation machine
(PAC) molecule and polyacrylamide (PAM) molecule, which build bridge the suspended particles being suspended in waste water to adsorb, forms flocculate, then
Using pressure air-dissolving method, i.e., waste water to be processed is first pressurized to 3-4kg/cm2 with water pump, is then fed into the dissolving of special arrangement
In, air is substantially soluble in water in tank, then dissolving is put into air floatation machine, is subtracted suddenly in air floatation machine through release
To normal pressure, the supersaturated air being at this moment dissolved in the water is escaped from pond in the form of micro air bubble, by suspended particle in water or
Elaioleucite takes the water surface to and forms dross, scrapes the dross of formation with Slag Scraping Device be discharged into sludge-tank later.Supernatant after air bearing
Gravity flow inflow acidification pool under the effect of gravity, in acidification pool plus sulfuric acid adjusts clear liquid to acidity, and then acid clear liquid gravity flow is flowed
Enter Fenton tower, in Fenton tower using Fenton reagent to acid clear liquid carry out advanced oxidation, remove waste water in 50% or more it is organic
Object, the waste water after peroxidating flow into reaction tank from Fenton tower, in reaction tank plus after the PH to neutrality of alkali neutralization waste water again
Flocculant poly aluminium chloride (PAC) molecule and polyacrylamide (PAM) is added, the waste water after abundant adsorption-flocculation flows into
Sedimentation basin, in sedimentation basin after precipitating after a period of time, clear liquid floats, and flocculate sinks, work of the supernatant in gravity
After flowing into reduction pond with lower gravity flow, the flocculate residue in sedimentation basin is discharged into sludge-tank, then adds Asia in reduction pond
Obtained waste water, to remove remaining oxidant in waste water, is then pumped into biochemistry with self priming pump as reducing agent by sodium sulphate
Integration apparatus is handled, adds MBR film method to handle waste water using AO technique in a device, waste water is first with certain speed stream
Through biologic packing material, cover with biomembrane on filler, under the collective effect of biomembrane and activated sludge, by AO technique into
The operation change of water mode and aeration mode is realized aerobic nitrification and anaerobic denitrifying denitrogenation, dephosphorization and is further removed
Organic matter in waste water, the water outlet being purified at this time is pumped into active carbon filter by self priming pump, and is inhaled by active carbon
It is discharged into the total discharge outlet of plant area after flowing into clear water reserviors after attached effect progress advanced treating, later to MBR membrane cisterna, active carbon filtering
Device, clear water reserviors are backwashed, and remove the impurity being trapped in filter material layer, filter tank is made to restore filter capacity in a short time.
Sludge gravity flow in air floatation machine and sedimentation basin flows into sludge-tank, and MBR membrane cisterna excess sludge is pumped into dirt by self priming pump
Mud sump, the sludge settled in sludge-tank are pumped into sludge drying pond by sludge pump and carry out nature desiccation, and residual moisture leads to respectively
It crosses natural evaporation bottom of pond naturally osmotic pipe to be back to sludge-tank overflow is to conditioning tank again, after moisture content reduces, sludge obtains desiccation
Outward transport.
Basic principles, main features, and advantages of the present invention has been shown and described above.This reality
It is not restricted to the described embodiments with novel, the above embodiments and description only describe the originals of the utility model
Reason, the utility model also has various changes and improvements on the premise of not departing from the spirit and scope of the utility model, these changes
Change and improvement is both fallen in the range of claimed invention.The utility model requires protection scope is by appended right
Claim and its equivalent define.
Claims (3)
1. a kind of brush waste water treatment system processed, it is characterised in that: including conditioning tank, air-floating apparatus, acidification pool, Fenton tower, reaction
Pond, sedimentation basin, reduction pond, biochemical treatment integration apparatus, active carbon filter, clear water reserviors, sludge-tank and sludge drying pond, institute
It states conditioning tank and is internally provided with elevator pump, the air-floating apparatus includes air floatation machine, dissolving and Slag Scraping Device, is prevented in the Fenton tower
Only there is oxidant, is placed with reducing agent in the reduction pond and is provided with self priming pump, the biochemical treatment integration apparatus packet
AO process equipment and MBR membrane cisterna are included, self priming pump is provided in the MBR membrane cisterna, sludge pump is provided in the sludge-tank, is produced
Waste water successively passes through conditioning tank, air-floating apparatus, acidification pool, Fenton tower, reaction tank, sedimentation basin, reduction pond, biochemical treatment integration
Equipment, active carbon filter, clear water reserviors are finally discharged from total discharge outlet.
2. a kind of brush waste water treatment system processed according to claim 1, it is characterised in that: the oxidant in the Fenton tower
For Fenton reagent.
3. a kind of brush waste water treatment system processed according to claim 1, it is characterised in that: the reducing agent in the reduction pond
For sodium sulfite.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820873594.0U CN208732846U (en) | 2018-06-07 | 2018-06-07 | A kind of brush waste water treatment system processed |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820873594.0U CN208732846U (en) | 2018-06-07 | 2018-06-07 | A kind of brush waste water treatment system processed |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208732846U true CN208732846U (en) | 2019-04-12 |
Family
ID=66025341
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820873594.0U Expired - Fee Related CN208732846U (en) | 2018-06-07 | 2018-06-07 | A kind of brush waste water treatment system processed |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208732846U (en) |
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2018
- 2018-06-07 CN CN201820873594.0U patent/CN208732846U/en not_active Expired - Fee Related
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Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190412 |
|
CF01 | Termination of patent right due to non-payment of annual fee |