CN202576072U - Carrier fluidized plate membrane bioreactor - Google Patents

Carrier fluidized plate membrane bioreactor Download PDF

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Publication number
CN202576072U
CN202576072U CN2012200816228U CN201220081622U CN202576072U CN 202576072 U CN202576072 U CN 202576072U CN 2012200816228 U CN2012200816228 U CN 2012200816228U CN 201220081622 U CN201220081622 U CN 201220081622U CN 202576072 U CN202576072 U CN 202576072U
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CN
China
Prior art keywords
aeration
fluidized
flat sheet
tank
sheet membrane
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
CN2012200816228U
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Chinese (zh)
Inventor
王欲晓
周俊
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Xuzhou University of Technology
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Xuzhou University of Technology
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Publication date
Application filed by Xuzhou University of Technology filed Critical Xuzhou University of Technology
Priority to CN2012200816228U priority Critical patent/CN202576072U/en
Application granted granted Critical
Publication of CN202576072U publication Critical patent/CN202576072U/en
Anticipated expiration legal-status Critical
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Separation Using Semi-Permeable Membranes (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

The utility model relates to a carrier fluidized plate membrane bioreactor which comprises an adjusting tank, a fluidized filler aeration tank, a compartment, a plate membrane bio-aeration tank, a product water storage tank and a sludge tank. The fluidized filler aeration tank is arranged in the front of the compartment. The plate membrane bio-aeration tank is disposed at the rear of the compartment. The carrier fluidized plate membrane bioreactor is characterized in that the bioreactor is an integral bioreactor composed of fluidized biofilm filler and an immersed plate film. The carrier fluidized plate membrane bioreactor is applicable to treatment and recovery of high-concentration COD (chemical oxygen demand) (1000-5000mg/L) industrial wastewater, and operational cost can be lowered effectively.

Description

A kind of carrier fluidized plate membrane bioreactor
Technical field
The utility model belongs to the environmental chemical engineering equipment technical field, in particular to a kind of carrier fluidized plate membrane bioreactor of handling waste water.
Background technology
Often the water yield is big for trade effluent (like paper waste, refinery water and coking chemical waste water), and the organic contamination substrate concentration is high, complicated component, and biological degraded fast is difficulty very.Tradition aerobic aeration activated sludge process can effectively be removed COD, if but come water COD concentration to be higher than 1000, aeration rate increases, and oxygen transfer efficiency descends, and running cost increases.The plate membrane bioreactor sludge concentration is high, removes COD, and it is good to hold back SS and microorganism effect, but when coming water COD concentration higher, membrane module is contaminated easily, and running cost increases.
The utility model content
The purpose of the utility model provides processing and the reuse that is applicable to high concentration COD (1000-5000mg/L) trade effluent, can effectively reduce the running cost waste water treatment reactor.
In order to realize above purpose, the utility model adopts following technical scheme.
The utility model relates in one aspect to a kind of carrier fluidized plate membrane bioreactor of handling waste water; Comprise: the storage pool and the sludge sump of equalizing tank, fluidized padding aeration pond, partition chamber, flat sheet membrane bio-aeration pool, product water; Cutting off the front portion, chamber is fluidized padding aeration pond, and cutting off the rear portion, chamber is the flat sheet membrane bio-aeration pool; It is characterized in that the integral bio reactor drum formed by fluidized biofilm packing and immersion flat sheet membrane.
In a preferred implementation of the utility model, described carrier fluidized biofilm reactor the inside is filled with the fluidized filler, and packing density is between 0.9-1g/L, and the filler filling ratio is the 20-70% of aeration tank useful volume.
In a preferred implementation of the utility model, one group of 100-180m of described flat sheet membrane 2/ m 3, to fix with high-density polyethylene material, filling ratio is the 40-60% of flat sheet membrane bio-aeration pool useful volume, membrane pore size<1um.
In a preferred implementation of the utility model, perforated pipe aerating regulation is all adopted in described two aeration tanks, bottom, aeration tank, fluidized filler pond aeration tube perforate 1-9mm, and aeration tube, perforate 0.5-4mm are established in bottom, flat sheet membrane aeration tank.
Add a fluidized carrier biofilm padding aeration pond in the plate membrane bioreactor front portion; Not only can accept high-concentration industrial and come water COD concentration 1000-5000, the biofilm packing of fluidized can also increase oxygen transfer efficiency, energy-conservation 10-20%; Control DO, pH, temperature and C/N ratio simultaneously; Can also realize digestion and denitrification denitrogenation synchronously, alleviate the burden of subsequent film bio-reactor simultaneously, make the more valuable membrane module life-span prolong.The immobilization material of plate film assembly uses the high density polyethylene(HDPE) of modification, makes it both hard, can flow down slight vibration at water aeration again, has slowed down pollution and the obstruction of mud to film, improves overall system efficiency.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment: 1 equalizing tank, 2 screen clothes, 3 carrier fluidized aeration tanks, 4 flat sheet membrane bio-aeration pools, 5 product water storage pools, 6 fluidized fillers, partition chambers 7,8 plate film assemblies, 9 boring aeration pipes, 10 recoil tubes, 11 sludge sumps
Solid arrow is represented water (flow) direction among Fig. 1, dotted line represent sludge stream to.
Embodiment
Cutting off front portion, chamber (7) is carrier fluidized biofilm reactor (3), and the fluidized filler is filled in the inside, and packing density is between 0.9-1g/L; The Inlet and outlet water place is provided with screen cloth; Screen distance 5-9mm, percentage of open area 50-90%, filler filling ratio are the 20-70% of aeration tank useful volume;
Cut off rear portion, chamber (7) and establish built-in plate film assembly (8), one group of 100-180m of flat sheet membrane 2/ m 3, to fix with high-density polyethylene material, filling ratio is the 40-60% of useful volume, membrane pore size<1um;
Partition chamber (7) is arranged between the front and rear part, and anterior sewage gets into the partition chamber from cutting off the bottom, goes into dull and stereotyped membrane bioreaction aeration tank from cutting off the top overflow, and the partition-type bottom faces is established the aeration recoil tube to anterior aeration tank;
Perforated pipe aerating regulation is all adopted in two aeration tanks, and aeration tube perforate 1-9mm in anterior fluidized aeration tank bottom with the recoil tube coordinative role, forms sewage and filler fully effectively mobile of anterior aeration tank and contacts; Aeration tube is established in bottom, flat sheet membrane aeration tank, rear portion, and perforate 0.5-4mm can effectively wash away the flat sheet membrane surface, slows down the pollution of membrane module (5).
When being understood that; The specific embodiment of the utility model only is a property illustrative purposes presented for purpose of illustration; It limits the protection domain of the utility model never in any form; Those skilled in the art can improve or conversion according to above-mentioned explanation, and all these improvement and conversion all should belong to the protection domain of the utility model accompanying claims.

Claims (4)

1. carrier fluidized plate membrane bioreactor of handling waste water; Comprise: the storage pool and the sludge sump of equalizing tank, fluidized padding aeration pond, partition chamber, flat sheet membrane bio-aeration pool, product water; Cutting off the front portion, chamber is fluidized padding aeration pond, and cutting off the rear portion, chamber is the flat sheet membrane bio-aeration pool; It is characterized in that the integral bio reactor drum formed by fluidized biofilm packing and immersion flat sheet membrane.
2. reactor drum according to claim 1, wherein carrier fluidized biofilm reactor the inside is filled with the fluidized filler, and packing density is between 0.9-1g/L, and the filler filling ratio is the 20-70% of aeration tank useful volume.
3. reactor drum according to claim 1 is characterized in that one group of 100-180m of flat sheet membrane 2/ m 3, to fix with high-density polyethylene material, filling ratio is the 40-60% of flat sheet membrane bio-aeration pool useful volume, membrane pore size<1um.
4. according to any described reactor drum of claim 1 to 3, perforated pipe aerating regulation is all adopted in described two aeration tanks, bottom, aeration tank, fluidized filler pond aeration tube perforate 1-9mm, and aeration tube, perforate 0.5-4mm are established in bottom, flat sheet membrane aeration tank.
CN2012200816228U 2012-02-29 2012-02-29 Carrier fluidized plate membrane bioreactor Expired - Fee Related CN202576072U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012200816228U CN202576072U (en) 2012-02-29 2012-02-29 Carrier fluidized plate membrane bioreactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012200816228U CN202576072U (en) 2012-02-29 2012-02-29 Carrier fluidized plate membrane bioreactor

Publications (1)

Publication Number Publication Date
CN202576072U true CN202576072U (en) 2012-12-05

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012200816228U Expired - Fee Related CN202576072U (en) 2012-02-29 2012-02-29 Carrier fluidized plate membrane bioreactor

Country Status (1)

Country Link
CN (1) CN202576072U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108144452A (en) * 2016-12-04 2018-06-12 江苏沛尔膜业股份有限公司 A kind of MBR membrane modules free of cleaning

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108144452A (en) * 2016-12-04 2018-06-12 江苏沛尔膜业股份有限公司 A kind of MBR membrane modules free of cleaning

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121205

Termination date: 20140229