CN109825423A - Internal-circulation type bioreactor - Google Patents
Internal-circulation type bioreactor Download PDFInfo
- Publication number
- CN109825423A CN109825423A CN201910020554.0A CN201910020554A CN109825423A CN 109825423 A CN109825423 A CN 109825423A CN 201910020554 A CN201910020554 A CN 201910020554A CN 109825423 A CN109825423 A CN 109825423A
- Authority
- CN
- China
- Prior art keywords
- partition
- reactor body
- internal
- circulation type
- guiding device
- 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.)
- Granted
Links
Abstract
The invention discloses internal-circulation type bioreactors, including feed pipe, discharge nozzle, gas collecting tube, impeller, partition, guiding device, reactor body, three phase separator, mud guard, internal-circulation type bioreactor of the present invention is under impeller and intermediate guiding device effect, material in partition is in a downward fluidised form, entered outside partition under the drive of blade on impeller and guiding device by the channel of partition bottom, and it is mixed with the material outside partition and is in upward fluidised form, to make material realize outside partition upward, the effect of inner-outer circulation directed downwardly mixing in partition, improve mass-transfer efficiency and organic loading, improve residence time and the effluent quality of sludge, improve the scope of application (such as low SS) of processing sewage, biogas is realized under the three phase separator effect on reactor body top simultaneously With the gas-liquid separation of feed liquid, mass transfer is increased, improves gas producing efficiency.
Description
Technical field
The present invention relates to microbiological anaerobic processing and biogas, and field, specially internal-circulation type bioreactor occurs, can
For the Anaerobic Treatment of organic waste, production and collection biogas.
Background technique
Anaerobic digestion reaction refers to organic matter under anaerobic, is degraded by anaerobe and generates the process of biogas.
Biogas is the mixed gas containing multiple gases component, and wherein 50%~70%, carbon dioxide content accounts for the content of methane
25%~40%, other volume of gas account for about 2%.Biogas can burn, and it is direct that the methane after purification can be used as natural gas
It utilizes.Since anaerobic digestion reaction can efficiently handle Various Complex organic matter, and energy gas is generated, therefore answer extensively
Processing for industrial or agricultural organic exhaust gas object.
Anaerobic reactor is the key device of anaerobic digestion reaction, and the height of anaerobic digestion efficiency produces gas velocity degree and energy
Consumption and cost are all an important factor for influencing anaerobic reactor type selecting.Anaerobic reactor is constantly studied and is innovated,
It is the key that improve anaerobic digestion reaction efficiency.The development of anaerobic digestion reaction vessel also goes through the different stages, the first generation
Anaerobic reactor, including conventional anaerobic reactor (CADT), full-mixing type reactor (CSTR) and anaerobic contact digestor
(ACP), the features such as reactor feature in this stage is that common configuration is fairly simple, and investment is small, and operational management is fairly simple,
Suitable for high concentration or the organic wastewater of high suspended matter, but there is also hydraulic detention times simultaneously long, the water quality of water outlet
The drawbacks such as poor.Second generation anaerobic reactor, including anaerobic filter (AF), upflow anaerobic sludge blanket reactor (UASB) are detested
Oxygen baffled reactor (ABR), this kind of reactor have treatment effeciency high, and load resistance ability is strong, and effluent quality preferably waits spies
Point, the organic wastewater relatively low suitable for SS content, but it is larger there is also investing, equipment operation and maintenance cost are higher
The disadvantages of.Third generation anaerobic reactor, including Expanded Granular Sludge Bed Reactor (EGSB), internal-circulation anaerobic reactor (IC),
Upflow sludge bed reactor (UBF) etc., this kind of reactor have treatment effeciency is high, and load resistance ability is strong, and effluent quality is good etc.
Feature, but the investment of equipment is relatively large, it is stringent to waste water SS content requirement.Therefore, it is necessary to comprehensively consider organic wastewater
Feature, scale of investment, processing cost, the various aspects factor such as income reasonably select suitable anaerobic reactor.To anaerobic reaction
The transformation and innovation of device, it should the advantages of retaining former reactor, the shortcomings that reducing reactor and drawback, while also to consider to set
Standby cost and cost.
Since its structure is simple, raw material comes into full contact with full-mixing type reactor (CSTR) with substrate, and fermentation rate is high, volume
The features such as factor of created gase is high, and operational management is simple, low energy consumption, is still widely used for the various high concentrations of industrial or agricultural, higher suspension so far
The processing of object, organic wastewater with difficult degradation thereby.But meanwhile the major defect of the technique is can not to separate hydraulic detention time and solid
Residence time, sludge retention time are equal to hydraulic detention time, sufficient concentrations of sludge cannot be accumulated in reactor, in addition, table
The dross of layer is easy crust, causes gas overflowing unsmooth.Since sufficient concentrations of sludge cannot be accumulated, to the SS of material
There has also been certain limitations for concentration, reduce the application range of technique.
Summary of the invention
The present invention exactly against the above technical problems, provides the internal-circulation type biological respinse of a kind of inner division plate and stirring
Device.
The present invention through the following technical solutions to achieve the above objectives:
Internal-circulation type bioreactor, including feed pipe, discharge nozzle, gas collecting tube, impeller, partition, guiding device, reaction
Device ontology, three phase separator, mud guard, it is characterised in that reactor body bottom is provided with feed pipe, reactor body top
It is provided with discharge nozzle, reactor body top is tapered, and gas collecting tube is arranged at the top of reactor body, sets in reactor body
It is equipped with partition, partition surrounds cylindrical space inside reactor body, and partition top is provided with mud guard, and the lower partition is in
Frustum and multiple channels are set in bottom, the cylindrical space for surrounding partition is communicated with outside, is provided on partition location mid-shaft
Guiding device, guiding device lower section are provided with impeller, and reactor body inside upper part is provided with three phase separator, three phase separation
The position of device setting is lower than discharge port, and mud guard extend into above three phase separator and partly overlaps with three phase separator.Charging
Pipe can be connect with sludge pipe realizes spoil disposal function.Bottom periphery is symmetrically provided with water distributor in reactor body.Reactor
Ontology is formed by one of plastics, metal, concrete structure or multiple combinations.Reactor body cross section be it is round or
Rectangle.The angle of mud guard and horizontal plane is 10 °~45 °.Guiding device is made of central axis, blade, and the blade is in 45 °
~60 ° are arranged in upward on the central axis.
Object of the internal-circulation type bioreactor of the present invention under impeller and intermediate guiding device effect, in partition
Material is in a downward fluidised form, under the drive of the blade on impeller and guiding device by the channel of partition bottom enter every
Outside plate, and is mixed with the material outside partition and be in upward fluidised form, thus realize material outside partition upward,
The effect of inner-outer circulation directed downwardly mixing, improves mass-transfer efficiency and organic loading, improves the residence time of sludge in partition
And effluent quality, improve the scope of application (such as low SS) of processing sewage, while the three phase separation on reactor body top
The lower gas-liquid separation for realizing biogas and feed liquid of device effect, increases mass transfer, improves gas producing efficiency.
In actual use, fermentation materials are injected from reactor body bottom feed pipe, are evenly distributed on by water distributor
Bottom is mixed under the drive of impeller and internal flow with sludge, is fermented and is generated biogas, biogas drives feed liquid to rise
And assemble at three phase separator, biogas reaches the gas collection area at top through three phase separator, and part feed liquid penetrates three phase separation
Device reaches partition top, then completes circulation under guiding device drive, and most of sludge is retained down, part feed liquid with
Sludge is circulated in three phase separator lower part.
The beneficial effects of the present invention are:
(1) the interior circulation inside and outside local circulation and partition of the material outside partition increases mixing and the mass transfer of material, mentions
Coming into full contact with for high sludge and material, the problems such as the upper layer of reactor body liquid level is less prone to crust, spumes, mentions
The high gas-liquid separation efficiency of biogas.
(2) three phase separator is increased on reactor body top, realizes the three phase separation of solid-liquid-gas, increases sludge
Retention, improve sludge retention time, improve treatment effeciency, waste water lower for solid content equally has very well
Treatment effect, and be not required to supplement sludge, extend application range, such as low SS waste water, reduce mend mud cost.
(3) bottom water distributor charging while, the sludge of deposition can be broken up, for improve sludge activity, subtract
The area Shao Sini increases the treatment effeciency of reactor body, reduces hydraulic detention time, is of great significance.
Detailed description of the invention
Fig. 1 is overall structure of the present invention, in which:
1-feed pipe, 2-discharge nozzles, 3-gas collecting tubes, 4-impellers, 5-partitions, 6-guiding devices, 7-reactors
Ontology, 8-three phase separators, 9-mud guards.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts it is all its
His embodiment, shall fall within the protection scope of the present invention.
Internal-circulation type bioreactor, including feed pipe 1, discharge nozzle 2, gas collecting tube 3, impeller 4, partition 5, guiding device
6, reactor body 7, three phase separator 8, mud guard 9, it is characterised in that 7 bottom of reactor body is provided with feed pipe 1, instead
7 top of device ontology is answered to be provided with discharge nozzle 2,7 top of reactor body is tapered, and the setting of gas collecting tube 3 is pushed up in reactor body 7
Portion, partition 5 is provided in reactor body 7, and partition 5 surrounds cylindrical space, the setting of 5 top of partition inside reactor body 7
There is mud guard 9, multiple channels, the cylindrical space for surrounding partition 5 and outside is arranged in inversed taper platform and in bottom in 5 lower part of partition
It communicates, guiding device 6 is provided on 5 location mid-shaft of partition, impeller 4,7 inside of reactor body are provided with below guiding device 6
Top is provided with three phase separator 8, and the position that three phase separator 8 is arranged is lower than discharge port, and mud guard 9 extend into three phase separation
8 top of device simultaneously partly overlaps with three phase separator 8.Feed pipe 1 can be connect with sludge pipe realizes spoil disposal function.Reactor sheet
Bottom periphery is symmetrically provided with water distributor in body 7.Reactor body 7 by one of plastics, metal, concrete structure or
Multiple combinations form.7 cross section of reactor body is round or rectangle.The angle of mud guard 9 and horizontal plane is 10 °~
45°.Guiding device 6 is made of central axis, blade, and institute is arranged in 45 °~60 ° in the blade angle with horizontal plane upward
It states on central axis.
Internal-circulation type bioreactor of the present invention is in the case where impeller 4 and intermediate guiding device 6 act on, in partition 5
Material is in a downward fluidised form, under the drive of the blade on impeller 4 and guiding device 6 by the channel of 5 bottom of partition into
Enter outside partition 5, and mixed with the material outside partition 5 and be in upward fluidised form, so that material be made to realize in partition 5
Outside upward, in partition 5 inner-outer circulation directed downwardly mixing effect, improve residence time and the mass-transfer efficiency of sludge, improve
The scope of application (such as low SS) of sewage is handled, while realizing natural pond under the effect of the three phase separator 8 on 7 top of reactor body
The gas-liquid separation of gas and feed liquid, increases mass transfer, improves gas producing efficiency.
The mud guard 9 that the reactor body 7 is built 5 top of partition 5 and partition is divided into three regions: 1, gas collection
Area: the space on 7 top of reactor body is for collecting the produced biogas of reactor;2, decanting zone: 5 inside of partition and top
It flows downward under the drive of feed liquid impeller 4 below and guiding device 6;3, race way: existed by the left area that partition 5 separates
It is in clockwise flow that the biogas that impeller 4 and bottom generate, which drives lower, and the right area separated by partition 5 is produced in impeller 4 and bottom
It is in counterclockwise flow that raw biogas, which drives lower, and biogas caused by two side areas is isolated under the action of three phase separator 8
It goes, while sludge is retained down.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, nothing
By from the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by institute
Attached claim rather than above description limit, it is intended that will fall within the meaning and scope of the equivalent elements of the claims
All changes be included within the present invention.It should not treat any reference in the claims as limiting related right
It is required that.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only
It contains an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art answer
When considering the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments that member is understood that.
Claims (7)
1. internal-circulation type bioreactor, including feed pipe, discharge nozzle, gas collecting tube, impeller, partition, guiding device, reactor sheet
Body, three phase separator, mud guard, it is characterised in that reactor body bottom is provided with feed pipe, the setting of reactor body top
Discharge nozzle, it is tapered at the top of reactor body, gas collecting tube setting be provided at the top of reactor body, in reactor body every
Plate, partition surround cylindrical space inside reactor body, and partition top is provided with mud guard, the lower partition in inversed taper platform and
Multiple channels are arranged in bottom, and the cylindrical space for surrounding partition is communicated with outside, are provided with guiding device on partition location mid-shaft,
Impeller is provided with below guiding device, reactor body inside upper part is provided with three phase separator, the position of three phase separator setting
It sets low in discharge port, mud guard extend into above three phase separator and partly overlaps with three phase separator.
2. internal-circulation type bioreactor according to claim 1, it is characterised in that the feed pipe can be with sludge pipe
Spoil disposal function is realized in connection.
3. internal-circulation type bioreactor according to claim 1, it is characterised in that bottom week in the reactor body
It encloses and is symmetrically provided with water distributor.
4. internal-circulation type bioreactor according to claim 1, it is characterised in that the reactor body is by plastics, gold
One of category, concrete structure or multiple combinations form.
5. internal-circulation type bioreactor according to claim 1, it is characterised in that the reactor body cross section is
Round or rectangle.
6. internal-circulation type bioreactor according to claim 1, it is characterised in that the folder of the mud guard and horizontal plane
Angle is 30 °.
7. internal-circulation type bioreactor according to claim 1, it is characterised in that the guiding device is by central axis, leaf
Piece composition, the blade are arranged on the central axis upward in 45 °.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910020554.0A CN109825423B (en) | 2019-01-09 | 2019-01-09 | Internal circulation type bioreactor |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910020554.0A CN109825423B (en) | 2019-01-09 | 2019-01-09 | Internal circulation type bioreactor |
Publications (2)
Publication Number | Publication Date |
---|---|
CN109825423A true CN109825423A (en) | 2019-05-31 |
CN109825423B CN109825423B (en) | 2022-04-29 |
Family
ID=66860751
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910020554.0A Active CN109825423B (en) | 2019-01-09 | 2019-01-09 | Internal circulation type bioreactor |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109825423B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114753823A (en) * | 2022-05-26 | 2022-07-15 | 成都伊斯顿过滤器有限公司 | Gas lift filter equipment suitable for oil gas well exploitation |
Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10290999A (en) * | 1997-04-22 | 1998-11-04 | Nkk Corp | Agitator of digestion tank |
WO2002100784A1 (en) * | 2001-05-31 | 2002-12-19 | Biothane Corporation | Anaerobic digestion apparatus, methods for anaerobic digestion a nd for minimizing the use of inhibitory polymers in digestion |
CN1626460A (en) * | 2003-12-09 | 2005-06-15 | 中国科学院成都生物研究所 | Bioreactor for treating wastewater |
TW200808665A (en) * | 2006-08-02 | 2008-02-16 | Chang-Ching Lin | Staged multi-phase inner-circle anaerobic reactor |
US20080277328A1 (en) * | 2007-05-07 | 2008-11-13 | Zhao Joe R H | Up-flow Multi-stage Anaerobic Reactor (UMAR) |
CN202643430U (en) * | 2012-06-13 | 2013-01-02 | 杭州师范大学 | Ordered internal circulation anammox reactor |
CN203333655U (en) * | 2013-06-26 | 2013-12-11 | 国新天汇环境有限公司 | Overflow type double-circulation anaerobic reactor |
CN103523918A (en) * | 2013-10-28 | 2014-01-22 | 河北科技大学 | Air flow and machinery double-boosting internal circulation-type high suspension solid anaerobic digestion device |
CN203593661U (en) * | 2013-11-26 | 2014-05-14 | 武汉森泰环保工程有限公司 | Spiral upflow self-circulation anaerobic reactor |
CN104030438A (en) * | 2014-05-15 | 2014-09-10 | 杭州师范大学 | Double-flow whole-course autotrophic biological nitrogen removal fixed bed reactor |
CN204022554U (en) * | 2014-08-25 | 2014-12-17 | 陕西师范大学 | Internal-external double circulation anaerobic reactor |
CN204529452U (en) * | 2015-04-22 | 2015-08-05 | 佛山市碧沃丰生物科技股份有限公司 | A kind of internal-circulation type anaerobic reactor |
CN204939075U (en) * | 2015-07-17 | 2016-01-06 | 广州华浩能源环保集团有限公司 | A kind of new and effective waterpower internal circulating anaerobic bio-reactor |
CN109019856A (en) * | 2018-09-04 | 2018-12-18 | 青岛理工大学 | Cyclic hardening outgassing anaerobic reactor in a kind of centrifugation |
-
2019
- 2019-01-09 CN CN201910020554.0A patent/CN109825423B/en active Active
Patent Citations (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH10290999A (en) * | 1997-04-22 | 1998-11-04 | Nkk Corp | Agitator of digestion tank |
WO2002100784A1 (en) * | 2001-05-31 | 2002-12-19 | Biothane Corporation | Anaerobic digestion apparatus, methods for anaerobic digestion a nd for minimizing the use of inhibitory polymers in digestion |
CN1626460A (en) * | 2003-12-09 | 2005-06-15 | 中国科学院成都生物研究所 | Bioreactor for treating wastewater |
TW200808665A (en) * | 2006-08-02 | 2008-02-16 | Chang-Ching Lin | Staged multi-phase inner-circle anaerobic reactor |
US20080277328A1 (en) * | 2007-05-07 | 2008-11-13 | Zhao Joe R H | Up-flow Multi-stage Anaerobic Reactor (UMAR) |
CN202643430U (en) * | 2012-06-13 | 2013-01-02 | 杭州师范大学 | Ordered internal circulation anammox reactor |
CN203333655U (en) * | 2013-06-26 | 2013-12-11 | 国新天汇环境有限公司 | Overflow type double-circulation anaerobic reactor |
CN103523918A (en) * | 2013-10-28 | 2014-01-22 | 河北科技大学 | Air flow and machinery double-boosting internal circulation-type high suspension solid anaerobic digestion device |
CN203593661U (en) * | 2013-11-26 | 2014-05-14 | 武汉森泰环保工程有限公司 | Spiral upflow self-circulation anaerobic reactor |
CN104030438A (en) * | 2014-05-15 | 2014-09-10 | 杭州师范大学 | Double-flow whole-course autotrophic biological nitrogen removal fixed bed reactor |
CN204022554U (en) * | 2014-08-25 | 2014-12-17 | 陕西师范大学 | Internal-external double circulation anaerobic reactor |
CN204529452U (en) * | 2015-04-22 | 2015-08-05 | 佛山市碧沃丰生物科技股份有限公司 | A kind of internal-circulation type anaerobic reactor |
CN204939075U (en) * | 2015-07-17 | 2016-01-06 | 广州华浩能源环保集团有限公司 | A kind of new and effective waterpower internal circulating anaerobic bio-reactor |
CN109019856A (en) * | 2018-09-04 | 2018-12-18 | 青岛理工大学 | Cyclic hardening outgassing anaerobic reactor in a kind of centrifugation |
Non-Patent Citations (1)
Title |
---|
肖建军等: "带导流筒搅拌槽中循环流量的实验研究", 《华北工学院学报》 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114753823A (en) * | 2022-05-26 | 2022-07-15 | 成都伊斯顿过滤器有限公司 | Gas lift filter equipment suitable for oil gas well exploitation |
CN114753823B (en) * | 2022-05-26 | 2022-10-21 | 成都伊斯顿过滤器有限公司 | Gas lift filter equipment suitable for oil gas well exploitation |
Also Published As
Publication number | Publication date |
---|---|
CN109825423B (en) | 2022-04-29 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201245503Y (en) | Multi-cycle efficient anaerobic waste water treating device | |
CN109516553A (en) | Efficient anaerobic denitrification organisms reactor | |
CN101054234B (en) | Upflow type anaerobic reactor | |
CN204454736U (en) | A kind of high efficiency anaerobic reactor | |
CN103922471B (en) | Efficient anaerobic reactor used for fuel ethanol waste water secondary anaerobic treatment | |
CN108314255A (en) | A kind of efficient Chinese herbal medicine extraction sewage treatment process | |
CN104150589A (en) | Integrated non-gradient activated sludge sewage treatment device | |
CN202688073U (en) | Fenton reaction device for treating landfill leachate | |
CN201056518Y (en) | Three-phase separator of upflow type anaerobic reactor | |
CN109825423A (en) | Internal-circulation type bioreactor | |
CN204097184U (en) | Integration is without gradient active sewage sludge treatment device | |
CN108558128B (en) | Co-flocculation air-float anaerobic bioreactor and method thereof | |
CN103288207B (en) | Integrated secondary-fermentation anaerobic digestion tank | |
CN201056519Y (en) | Three-phase separator of upflow type anaerobic reactor | |
CN108892239A (en) | Internal-circulation anaerobic reactor | |
CN208361982U (en) | A kind of D-EGSB double-cycling anaerobic reactor | |
CN203613080U (en) | IC (internal circulation) anaerobic reactor capable of manufacturing granular sludge and automatically collecting sludge | |
CN203904067U (en) | Efficient anaerobic reactor for secondary anaerobic treatment of fuel ethanol wastewater | |
CN207748912U (en) | A kind of anaerobic tower water distribution system | |
CN207294326U (en) | A kind of upflow anaerobic sludge blanket reactor of belt stirrer | |
CN104787878B (en) | biological fluidized bed reactor | |
CN205035213U (en) | Biological wastewater processing system | |
CN204752470U (en) | High concentration organic waste water membrane biological treatment composite set | |
CN215905931U (en) | ICST continuous internal circulation stirring anaerobic reactor | |
CN204727726U (en) | A kind of pesticide wastewater biological treatment combination unit |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |