CN202284160U - Directional circulation biological reaction device for fluid bed - Google Patents

Directional circulation biological reaction device for fluid bed Download PDF

Info

Publication number
CN202284160U
CN202284160U CN2011201036695U CN201120103669U CN202284160U CN 202284160 U CN202284160 U CN 202284160U CN 2011201036695 U CN2011201036695 U CN 2011201036695U CN 201120103669 U CN201120103669 U CN 201120103669U CN 202284160 U CN202284160 U CN 202284160U
Authority
CN
China
Prior art keywords
water
sub
aeration
guiding device
reaction zones
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
CN2011201036695U
Other languages
Chinese (zh)
Inventor
孟广祯
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.)
BEIJING GRANT MEMBRANE SEPARATION EQUIPMENT Co Ltd
Original Assignee
BEIJING GRANT MEMBRANE SEPARATION 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 BEIJING GRANT MEMBRANE SEPARATION EQUIPMENT Co Ltd filed Critical BEIJING GRANT MEMBRANE SEPARATION EQUIPMENT Co Ltd
Priority to CN2011201036695U priority Critical patent/CN202284160U/en
Application granted granted Critical
Publication of CN202284160U publication Critical patent/CN202284160U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Classifications

    • 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

Landscapes

  • Biological Treatment Of Waste Water (AREA)

Abstract

The utility model belongs to the field of water treatment, and particularly relates to a biological reaction device for fluidifying biological filling materials under the action of directional air lift circulation. Flow guiding devices are arranged in the biological reaction device and divide the biological reaction device into a plurality of sub reaction zones; the upper parts as well as the lower parts of the sub reaction zones are communicated with one another; and the directional air lift circular flow of water to be treated is realized under the action of air lift by alternately aerating the sub reaction zones, that is, the water to be treated flows up in aerated sub reaction zones and flows down in non-aerated sub reaction zones. The flow rate of the air lift circular flow is generally much greater than that of the water to be treated, so that the water flow drives the filling materials of a fluid bed to circulate over and over again among the aerated and the non-aerated sub reaction zones; owing to the directional control of the air lift circular flow, the fluidification effect of the filling materials is better, and the filling materials with larger sizes are enabled to flow effectively; and as about half of the reaction zones are aerated, the aeration amount can be greatly saved.

Description

Directed cycling stream movable bed biological reaction apparatus
Technical field
The utility model belongs to water treatment field, particularly a kind ofly carries the biological reaction apparatus that Circulation makes the biologic packing material fluidization through directed gas.
Background technology
Along with Economic development, mankind's activity is more and more serious to the pollution of water, and water resources is more and more poorer, thereby human society is also increasingly high to the requirement of water purification, WWT and regeneration effluent technology.Putting before this, novel sewage disposal technology and method are also more and more important.
There are problems such as active sludge is prone to run off, sludge activity is low in anaerobism, anoxic and aerobe reactor in traditional sewage water treatment method.The biologic packing material technology can be fixed on filling surface with mikrobe, and the realization current separate with living microorganism on the spot, are most important methods that improves bio-reactor efficient.Yet brought between filler the space easily by sludge blockage when improving the efficient of bio-reactor, influence the technical problem such as even mobile of water and gas with biologic packing material.
Sludge of sewage treatment plant is handled has become thorny problem of environmental pollution gradually.Lowering the sludge of sewage treatment plant quantity discharged is the new problem that sewage disposal technology faces.In fact the overwhelming majority of WWT discharging mud is made up of mikrobe, mikrobe corpse or mikrobe corpse fragment.The overwhelming majority of these compositions can be by biochemical degradation.Yet WWT mud contains various bacteria, bacterium corpse or bacterium corpse fragment, and these mud of degrading need complicated biochemical system.
The characteristic of thermopnore biological reaction apparatus is that wherein biologic packing material is ciculation fluidized state, and the aged microbial film is prone to come off in this biological reaction apparatus, makes the microbial film on the biologic packing material keep higher activity; The mobile touch opportunity that has increased mikrobe and oxygen and pollutent of while filler, thereby higher biochemical efficiency is arranged.
Generally in aerobic biological reaction apparatus, add the thermopnore biologic packing material in the known technology, the thermopnore biologic packing material is carried at gas and is realized under the cycling stream effect circulating.The proportion of thermopnore biologic packing material in water should be as far as possible near 1.0g/cm 3, usually between 0.9-1.2g/cm 3Between.
Known technology floatation type composite gap biological filler (one Chinese patent application 201020610692.9) comprises a netted shell of hard and is filled at least a a plurality of medium blocks in the said shell, it is characterized in that proportion is between 0.8-1.0g/cm in the whole water of biologic packing material 3Between, use this kind biologic packing material not only to be applicable to the thermopnore bio-reactor, and can utilize the anoxic of existence in the filler and the performance realization sludge reduction that anaerobion is degraded to biological sludge.
Yet, because being provided with usually of aerating apparatus of Aerobic Pond bottom can't effectively be controlled the flow direction and the intensity that gas is carried cycling stream, therefore often produce problems such as biologic packing material fluidisation property difference and filler " block up ", influence the biochemical effect of thermopnore.
Summary of the invention
The utility model will solve the relatively poor technical problem of thermopnore filler fluidized state in the known technology; Through be provided with several up and down all the guiding device of UNICOM reactor drum is isolated into the experimental process reaction zone of intercommunication up and down; Each sub-reaction interval is proposed the orientation control of cycling stream at a distance from the technological method realization gas of aeration, thereby strengthen the fluid effect of mobile filler.
In order to address the above problem; The directed cycling stream movable bed of the utility model biological reaction apparatus comprises a biological reaction tank; At least one water-in, at least one water outlet is filled in the inner thermopnore biologic packing material of biological reaction apparatus; One is produced the water guiding device, and at least one that is installed on the said product water guiding device produced water grid and at least one mud valve; Said product water guiding device is divided into reaction tank and produces water precipitation district and biochemical reaction zone; Said product water grid flows into product water precipitation district in order to intercept filler; The settled mud in said product water precipitation district can be discharged through said mud valve.It is characterized in that; Also comprise at least one guiding device at this reactor drum; Be installed at least two group aerating apparatuss of reaction tank bottom and at least two the aeration valves corresponding respectively with said at least two group aerating apparatuss; Said at least one guiding device is isolated at least two sub-reaction zones with biochemical reaction zone, the equal up and down UNICOM of said each sub-reaction zone; Said at least two group aerating apparatuss are corresponding respectively with at least two sub-reaction zones; Realize the separated aeration of at least two sub-reaction intervals through the switch of said at least two aeration valves, can also realize the mutual switching of sub-reaction zone of aeration and the sub-reaction zone of non-aeration and keep the sub-reaction zone continuous aeration adjacent to block up at product water grid place to avoid filler with producing the water guiding device through the switch of said at least two aeration valves.
The directed cycling stream movable bed of the utility model biological reaction apparatus beneficial effect be through to each sub-reaction interval at a distance from aeration, make processed water gas carry effect down the directed gas of realization carry cycling stream, promptly at the sub-reaction zone of aeration to the upper reaches, in the non-aeration subarea to dirty.The flow that this gas is carried cycling stream is far longer than the flow of processed water usually, thereby realizes the repeatedly circulation of water flow drives current downflow bed fillers at aeration reaction zone and non-aeration reaction interval.Because gas is carried cycling stream and obtained directed control, thereby the fluid effect of filler is better, make that the bigger filler of volume is able to effectively flow; Because aeration in half the approximately reaction zone only, thereby aeration rate can significantly be saved.
Description of drawings
Fig. 1 is the synoptic diagram of first kind of running status of the directed cycling stream movable bed biological reaction apparatus longitudinal profile of the utility model.
Fig. 2 is the synoptic diagram of second kind of running status of the directed cycling stream movable bed biological reaction apparatus longitudinal profile of the utility model.
100. directed cycling stream movable bed biological reaction apparatus among the figure, 101. inlet channels, 102. outlet conduits, 120.
Guiding device, 121. produce the water guiding device, and 122. produce the water grid, and 130. produce water precipitation pond, 150. mud valves, 201. aerating apparatuss, 202. aeration valves, 203. bubbles, 301. thermopnore fillers.
Embodiment
Referring to Fig. 1 and Fig. 2; The directed cycling stream movable bed of the utility model biological reaction apparatus comprises a biological reaction tank (100); At least one water-in (101), at least one water outlet (102) is filled in the inner thermopnore biologic packing material (301) of biological reaction apparatus (100); One is produced water guiding device (121); At least one that is installed on the said product water guiding device (121) produced water grid (122) and at least one mud valve (140), and said product water guiding device (121) is divided into reaction tank and produces water precipitation district (130) and biochemical reaction zone (140); Said product water grid (122) flows into product water precipitation district (130) in order to intercept filler; Produce the settled mud in water precipitation district (130) and can pass through mud valve (150) discharge; It is characterized in that; Also comprise at least one guiding device (120) at this reactor drum; Be installed at least two group aerating apparatuss (210) of reaction tank bottom and at least two the aeration valves (202) corresponding respectively with said at least two group aerating apparatuss; Said at least one guiding device (120) is isolated at least two sub-reaction zones (141a-141e) with biochemical reaction zone (140), the equal up and down UNICOM of said each sub-reaction zone (141a-141e); Said at least two group aerating apparatuss (201) are corresponding respectively with at least two sub-reaction zones (141a-141e); Realize at least two sub-reaction zones (141a-141e) interval aeration through the switch of said at least two aeration valves (202), can also realize the mutual switching of sub-reaction zone of aeration and the sub-reaction zone of non-aeration and keep sub-reaction zone (141e) continuous aeration adjacent to block up at product water grid place to avoid filler with producing water guiding device (121) through the switch of said at least two aeration valves (202).
Said directed cycling stream movable bed biological reaction apparatus (100) xsect is any geometrical shape.
Said guiding device (120) is flow deflector or training wall.
Proportion is between 0.9-1.2g/cm in the water of said thermopnore biologic packing material (301) 3Between, be single component or meet composition; Proportion is lower than 0.9g/cm in the water of said thermopnore biologic packing material (301) 3The time problem in the mass filler buoyant reaction tank can appear; Proportion is greater than 1.2g/cm in the water of said thermopnore biologic packing material (301) 3The time problem that mass filler is deposited to non-aeration district bottom can appear.
The geometrical shape of said thermopnore biologic packing material (301) is not limit, and its particle diameter is between 5.0-150mm; This particle diameter is said product water (122) grid easy blocking during less than 5.0mm, this particle diameter during greater than 150mm filler be difficult for forming thermopnore.
In the said product water precipitation district (130) device that sloping plate deposition, membrane filtration, floating stuffing etc. are beneficial to solid-liquid separation can be installed.

Claims (4)

1. a directed cycling stream movable bed biological reaction apparatus comprises a biological reaction tank (100); At least one water-in (101); At least one water outlet (102); Be filled in the inner thermopnore biologic packing material (301) of biological reaction apparatus (100), one is produced water guiding device (121), and at least one that is installed on the said product water guiding device (121) produced water grid (122); With at least one mud valve (140), said product water guiding device (121) is divided into reaction tank and produces water precipitation district (130) and biochemical reaction zone (140); Said product water grid (122) flows into product water precipitation district (130) in order to intercept filler; Produce the settled mud in water precipitation district (130) and can pass through mud valve (150) discharge; It is characterized in that; Also comprise at least one guiding device (120) at this reactor drum; Be installed at least two group aerating apparatuss (210) of reaction tank bottom and at least two the aeration valves (202) corresponding respectively with said at least two group aerating apparatuss; Said at least one guiding device (120) is isolated at least two sub-reaction zones (141a-141e) with biochemical reaction zone (140), the equal up and down UNICOM of said each sub-reaction zone (141a-141e); Said at least two group aerating apparatuss (201) are corresponding respectively with at least two sub-reaction zones (141a-141e); Realize at least two sub-reaction zones (141a-141e) interval aeration through the switch of said at least two aeration valves (202), can also realize the mutual switching of sub-reaction zone of aeration and the sub-reaction zone of non-aeration and keep sub-reaction zone (141e) continuous aeration adjacent to block up at product water grid place to avoid filler with producing water guiding device (121) through the switch of said at least two aeration valves (202).
2. according to the said directed cycling stream movable bed biological reaction apparatus of claim 1, it is characterized in that said guiding device (120) is flow deflector or training wall.
3. according to the said directed cycling stream movable bed biological reaction apparatus of claim 1, it is characterized in that proportion is between 0.9-1.2g/cm in the water of said thermopnore biologic packing material (301) 3
4. according to the said directed cycling stream movable bed biological reaction apparatus of claim 1, the particle diameter that it is characterized in that said thermopnore biologic packing material (301) is between 5.0-150mm.
CN2011201036695U 2011-04-11 2011-04-11 Directional circulation biological reaction device for fluid bed Expired - Fee Related CN202284160U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011201036695U CN202284160U (en) 2011-04-11 2011-04-11 Directional circulation biological reaction device for fluid bed

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011201036695U CN202284160U (en) 2011-04-11 2011-04-11 Directional circulation biological reaction device for fluid bed

Publications (1)

Publication Number Publication Date
CN202284160U true CN202284160U (en) 2012-06-27

Family

ID=46295688

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011201036695U Expired - Fee Related CN202284160U (en) 2011-04-11 2011-04-11 Directional circulation biological reaction device for fluid bed

Country Status (1)

Country Link
CN (1) CN202284160U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102730819A (en) * 2011-04-11 2012-10-17 北京格兰特膜分离设备有限公司 Directional-circulation fluid bed biological reaction apparatus
CN105253996A (en) * 2015-10-30 2016-01-20 上海市政工程设计研究总院(集团)有限公司 Oxygenation device for biological pretreatment from waterworks
CN106554085A (en) * 2015-09-30 2017-04-05 中国石油化工股份有限公司 Sewage total nitrogen processing meanss and method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102730819A (en) * 2011-04-11 2012-10-17 北京格兰特膜分离设备有限公司 Directional-circulation fluid bed biological reaction apparatus
CN106554085A (en) * 2015-09-30 2017-04-05 中国石油化工股份有限公司 Sewage total nitrogen processing meanss and method
CN105253996A (en) * 2015-10-30 2016-01-20 上海市政工程设计研究总院(集团)有限公司 Oxygenation device for biological pretreatment from waterworks

Similar Documents

Publication Publication Date Title
CN102730819A (en) Directional-circulation fluid bed biological reaction apparatus
CN203461878U (en) Aerobic granular sludge internal circulation reactor
CN104045156A (en) Integrated efficient autotrophic nitrogen removal reactor
CN103073108A (en) Moving bed type purification tank
CN211035386U (en) Aeration biological activity adsorption fluidized bed
CN201857327U (en) Composite integral biological membrane reactor for domestic sewage treatment
CN104512960B (en) A kind of integrated apparatus of biological wastewater treatment and method of wastewater treatment
CN203021355U (en) Upflow mixed type anaerobic biological membrane reactor
CN103708608B (en) Method based on MBBR for removing ammonia nitrogen from high salinity wastewater
CN202284160U (en) Directional circulation biological reaction device for fluid bed
CN205241449U (en) Water ecological remediation system
CN105036332A (en) Alternating internal-recycle biological filter sewage treatment device and method using same
CN204369736U (en) Samll cities and towns' integration Water feeding treatment device
CN108275773B (en) Anoxic fluidized bed device for treating industrial wastewater
CN203728638U (en) MBBR (moving bed biofilm reactor) integrated autotrophic nitrogen removal device
CN211311153U (en) Non-uniform flow field effect generating device for industrial wastewater treatment
US20060157407A1 (en) Method and apparatus for the anaerobic treatment of waste
CN203048657U (en) Suspended-bed biological aerated filter reactor
CN110818141A (en) Non-uniform flow field effect generating device for industrial wastewater treatment and working method thereof
CN113636648B (en) Sewage treatment method based on SANI technology
CN201495154U (en) Biological wastewater treatment system combining biological fluidized bed with biological filter bed
CN214880824U (en) Integrated iron-carbon micro-electrolysis wastewater treatment device
CN104843932B (en) Sewage treatment system
CN210261288U (en) Micro-heavy bed biochemical treatment device
CN103319054A (en) Biofilm treatment process of organic wastewater and equipment thereof

Legal Events

Date Code Title Description
DD01 Delivery of document by public notice

Addressee: Beijing Grant Membrane Separation Equipment Co., Ltd.

Document name: Notification to Go Through Formalities of Registration

C14 Grant of patent or utility model
GR01 Patent grant
DD01 Delivery of document by public notice

Addressee: Beijing Grant Membrane Separation Equipment Co., Ltd.

Document name: Notification of Decision on Request for Restoration of Right

DD01 Delivery of document by public notice

Addressee: Beijing Grant Membrane Separation Equipment Co., Ltd.

Document name: Notification that Application Deemed not to be Proposed

DD01 Delivery of document by public notice

Addressee: Beijing Grant Membrane Separation Equipment Co., Ltd.

Document name: Notification to Pay the Fees

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120627

Termination date: 20160411

CF01 Termination of patent right due to non-payment of annual fee