CN208732846U - A kind of brush waste water treatment system processed - Google Patents

A kind of brush waste water treatment system processed Download PDF

Info

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
Authority
CN
China
Prior art keywords
waste water
sludge
tank
pond
air
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201820873594.0U
Other languages
Chinese (zh)
Inventor
檀有旺
钱德玉
陶立
吴浩
邹尧
余勇亮
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Anhui Deyu Environment Engineering Equipment Co Ltd
Original Assignee
Anhui Deyu Environment Engineering Equipment Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Anhui Deyu Environment Engineering Equipment Co Ltd filed Critical Anhui Deyu Environment Engineering Equipment Co Ltd
Priority to CN201820873594.0U priority Critical patent/CN208732846U/en
Application granted granted Critical
Publication of CN208732846U publication Critical patent/CN208732846U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • 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

A kind of brush waste water treatment system processed
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.
CN201820873594.0U 2018-06-07 2018-06-07 A kind of brush waste water treatment system processed Expired - Fee Related CN208732846U (en)

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)

Similar Documents

Publication Publication Date Title
CN105948414B (en) A kind of emulsifying liquid waste water processing system and its treatment process
KR101000742B1 (en) Improvement of Phosphorus Removal Efficiency by Modification of Rectangular Sedimentation Basin
CN107473466B (en) Treatment method of beneficiation wastewater
CN108585380A (en) A kind of process of brush wastewater treatment processed
CN1962493A (en) Drainage processing device and drainage processing method
CN101857321A (en) Method and equipment for treating and recycling reverse osmosis concentrated water and complex wastewater with high salt content
CN110156275A (en) A kind of environmentally friendly recirculated water by-pass flow biological treatment system and method
CN107585972A (en) Grease processing waste water handling process and device
CN105129969A (en) Periphery filtering effluent biochemistry sedimentation tank
CN108585381A (en) A kind of brush waste water treatment system processed
CN106277553A (en) The processing method of the dense water of reverse osmosis (RO) and equipment
CN207193070U (en) A kind of efficient equipment for processing industrial sewage
US4330407A (en) Process for clarifying algae-laden waste water stream
CN109502911A (en) A kind of sewage water treatment method
KR100842304B1 (en) Apparatus for purificating the outflow water ofabandoned mine and method for controlling thereof
CN107746154A (en) One kind printing and dyeing(Containing antimony)Sewage disposal system
CN104261581A (en) Integrated oil and gas field wastewater treatment system
CN208732846U (en) A kind of brush waste water treatment system processed
CN207748994U (en) A kind of printing and dyeing sewage disposal system containing antimony
CN206359396U (en) A kind of MBR Treated sewage reusings processing unit
CN216711764U (en) System for directly arrange outward after oil gas field water treatment
CN108689509A (en) Refuse transfer station percolate and membranous system concentrate deep purifying device
CN205501032U (en) Sewage control system
CN208814846U (en) Oil-contained waste water treatment system
JP3931279B2 (en) Water purification equipment for suspended solids

Legal Events

Date Code Title Description
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