CN203976473U - A kind of full-mixing type anaerobic reactor - Google Patents
A kind of full-mixing type anaerobic reactor Download PDFInfo
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- CN203976473U CN203976473U CN201420328635.XU CN201420328635U CN203976473U CN 203976473 U CN203976473 U CN 203976473U CN 201420328635 U CN201420328635 U CN 201420328635U CN 203976473 U CN203976473 U CN 203976473U
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- 238000002156 mixing Methods 0.000 title claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 36
- 239000010802 sludge Substances 0.000 claims abstract description 26
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 22
- 239000002351 wastewater Substances 0.000 claims description 16
- 238000000926 separation method Methods 0.000 claims description 12
- 238000003756 stirring Methods 0.000 claims description 12
- 239000007788 liquid Substances 0.000 claims description 10
- 238000007789 sealing Methods 0.000 claims description 7
- 238000006243 chemical reaction Methods 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 3
- 239000011152 fibreglass Substances 0.000 claims description 2
- 238000011081 inoculation Methods 0.000 claims 1
- 238000001556 precipitation Methods 0.000 abstract description 7
- 239000000203 mixture Substances 0.000 abstract description 5
- 239000010842 industrial wastewater Substances 0.000 abstract description 2
- 238000005457 optimization Methods 0.000 abstract description 2
- 238000004065 wastewater treatment Methods 0.000 abstract description 2
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000000243 solution Substances 0.000 description 5
- 238000009280 upflow anaerobic sludge blanket technology Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000005416 organic matter Substances 0.000 description 3
- 229910002092 carbon dioxide Inorganic materials 0.000 description 2
- 239000001569 carbon dioxide Substances 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000008280 blood Substances 0.000 description 1
- 210000004369 blood Anatomy 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 235000011089 carbon dioxide Nutrition 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 210000002249 digestive system Anatomy 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 239000007791 liquid phase Substances 0.000 description 1
- 238000010907 mechanical stirring Methods 0.000 description 1
- 239000011259 mixed solution Substances 0.000 description 1
- 238000010899 nucleation Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Classifications
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- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E50/00—Technologies for the production of fuel of non-fossil origin
- Y02E50/30—Fuel from waste, e.g. synthetic alcohol or diesel
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model patent discloses a kind of full-mixing type anaerobic reactor, and its applied range, is very suitable for Industrial Wastewater Treatment.Can adopt anaerobic grain sludge or floc sludge operation, the degassed precipitation module based on particular design, this precipitation module can be by gas in the situation that of current turbulence, and water is separated with mud, and the mix and blend recycle system guarantees that muddy water fully mixes, thereby guarantees efficient.The degassed settling system of relatively low volumetric loading and optimization, guarantees that stable and anaerobic sludge increases; Start time is short, and operation is controlled simple; Can meet the stricter requirement to smell, sludge yield and clean level.
Description
technical field
The utility model patent relates to a kind of full-mixing type anaerobic reactor.
background technology
Anaerobic reactor of the prior art adopts following methods more:
The airtight cylindrical pond of the normal employing of common anaerobic digester, waste water directly enters in digester, through the mud of digestion, by digester bottom, is discharged, and waste water is discharged by top overflow.Muddy water mix and blend mode has three kinds: mechanical stirring in pond, and biogas stirs, and circulation Digestive system stirs.Feature is directly to process the feed liquid that suspended substance constant concentration is higher or particle is larger, but it is simple in structure, and organic loading is low, and the residence time is long, bulky, and lacks and to hold the special device that stays anaerobic sludge, can cause to run mud and cause outlet effect variation.
UASB upflow anaerobic sludge blanket reactor is comprised of reaction zone, settling region and air chamber three parts, waste water enters from reactor bottom, mix and contacted organic degraded with the anaerobic sludge of reaction zone, and produce biogas, the mixed solution of gas, water, mud rises to triphase separator, settling region in triphase separator unit completes mud-water separation, completes the separation of air water in air chamber.Its feature is that the volumetric loading of reactor is relatively high, without mixed stirring device.Shortcoming is that Flow Velocity is low, and bottom water distribution system is easily stopped up, and operation is long start time, to water quality and load, changes suddenly more responsive.
EGSB expanded granular sludge bed reactor reactor develops on UASB basis, and height and upflow velocity are higher than UASB, and are provided with a recycle pump by part effluent recycling, with the flow velocity in lift bed.Shortcoming is there is no independent degas module, and along with the rising of height, the kinetic energy of methane accumulation is more and more higher, causes the kinetic energy of exhalant region the highest, causes anaerobic sludge to be easily with gas floating.
IC inner circulation reactor is not the stack of simple two UASB reactors.Waste water is used efficient water distribution system to pump into reactor by reactor bottom, is blended in the main treatment zone of reactor lower part with the anaerobic grain sludge in reactor, and most organic matter is converted into methane and carbon dioxide.Biogas is collected by the triphase separator of bottom." air lift " producing drives current by upcast, to enter the gas-liquid separator of reactor head.Biogas overflows reactor from this separator, and current are got back to the bottom of reactor through downtake.In the precision processing district on top, waste water is further processed.Biogas spins off in the liquid phase in precision processing stage, then by the triphase separator on top, is collected, and treated water is discharged from reactor head.Its shortcoming is to adopt anaerobic grain sludge to start, and sludge seeding expense is expensive, and the waste water high for calcium contents, specific conductivity is high, solid content is large is not suitable for adopting.
Utility model content
The utility model patent discloses a kind of full-mixing type anaerobic reactor, its applied range, can adopt anaerobic grain sludge or floc sludge operation, degassed precipitation module based on particular design, this precipitation module can be by gas in the situation that of current turbulence, water is separated with mud, and mixing and stirring system guarantees that muddy water fully mixes, thereby guarantees efficient.
Above-mentioned purpose of the present utility model is achieved through the following technical solutions:
A full-mixing type anaerobic reactor, is characterized in that, comprises, and an efficient water distribution system, waste water enters anaerobic reactor from bottom by water distribution system, evenly mixes with the anaerobic grain sludge in anaerobic reactor.Upwards, by mud bed and anaerobic bacterium generation biological respinse, organic matter degradation is produced to methane and carbonic acid gas, after degassed module is removed biogas, precipitation module solid-liquid separation, flow to outlet pipeline water outlet.The biogas that anaerobic treatment produces enters marsh gas treating system through the biogas mouth of pipe, the methane pipeline of reactor head.In order to reach sufficient mixed effect and anti-load impact, inside is provided with stirrer, and stirrer adopts water seal arrangement sealing, by mixing and stirring system, waste water is evenly mixed with the anaerobic sludge in reactor.
A full-mixing type anaerobic reactor, is characterized in that, comprising: an anaerobic reactor, and described anaerobic reactor bottom is provided with a water distribution system, in order to distribute water; In described anaerobic reactor, be provided with successively from top to bottom a solid-liquid separation module, a degassed module, a collecting methane system, be provided with stirrer, stirrer adopts water seal arrangement completely and the extraneous sealing of reactor, by mixing and stirring system, waste water is evenly mixed with the anaerobic sludge in reactor.
Anaerobic reactor as above, is characterized in that, described solid-liquid separation module, degassed module are made by PP material.
Anaerobic reactor as above, is characterized in that, described Agitator Impeller adopts glass reinforced plastic to make, and stirrer adopts water seal arrangement completely and the extraneous sealing of reactor, by mixing and stirring system, waste water is evenly mixed with the anaerobic sludge in reactor.
In sum, owing to having adopted technique scheme, the utility model anaerobic reactor applied range, utilize unique agitator design and fluidised form preferred arrangement, muddy water is fully mixed, the degassed settling system of relatively low volumetric loading, good mixing stirring system and optimization, guarantees that stable and anaerobic sludge increases; Start time is short, and operation is controlled simple; Can meet the stricter requirement to smell, sludge yield and clean level.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of the utility model full-mixing type anaerobic reactor.
Embodiment
According to claim of the present utility model and the disclosed content of utility model content, this use novel technical scheme specific as follows described in:
Fig. 1 is the schematic diagram of the utility model full-mixing type anaerobic reactor, refer to Fig. 1, wherein waste water pumps into anaerobic reactor reaction zone 102 by efficient water distribution system 101 by reactor bottom, after degassed module 103 is removed biogas, precipitation module 104 solid-liquid separation, flow to outlet pipeline water outlet.The biogas that anaerobic treatment produces enters marsh gas treating system through the biogas mouth of pipe, the methane pipeline of reactor head.Be provided with stirrer 105, stirrer adopts water seal arrangement 106 sealings, by mixing and stirring system, waste water is evenly mixed with the anaerobic sludge in reactor.
Described anaerobic reaction implement body comprises: an anaerobic reactor, and described anaerobic reactor bottom is provided with a water distribution system, in order to distribute water; In described anaerobic reactor, be provided with successively from top to bottom a solid-liquid separation module, a degassed module, a collecting methane system, be provided with stirrer, stirrer adopts water seal arrangement completely and the extraneous sealing of reactor, by mixing and stirring system, waste water is evenly mixed with the anaerobic sludge in reactor.
Described degassed module of the present utility model, solid-liquid separation module are made by PP material.
In an embodiment of the present utility model, principle of work of the present utility model can be:
Waste water enters from the efficient water distribution system of anaerobic reactor bottom, and through the muddy water of reaction zone, mixing is methane and carbon dioxide by organic matter degradation, and degassed module completes gas-water separation, and precipitation module completes mud-water separation, and anaerobic effluent enters subsequent disposal system.
The SCOD clearance of anaerobic reactor can reach more than 80%.
In sum, owing to having adopted technique scheme, this practical full-mixing type anaerobic reactor applied range, can be used floc sludge to start, and operation is simple, and usefulness is stablized secure, is very suitable for Industrial Wastewater Treatment.
Above preferred embodiment of the present utility model is described.It will be appreciated that, the utility model is not limited to above-mentioned specific implementations, and the equipment of wherein not describing in detail to the greatest extent and structure are construed as with the usual manner in this area to be implemented; Any those of ordinary skill in the art, do not departing from technical solutions of the utility model scope situation, all can utilize method and the technology contents of above-mentioned announcement to make many possible changes and modification to technical solutions of the utility model, or being revised as the equivalent embodiment of equivalent variations, this does not affect flesh and blood of the present utility model.Therefore, every content that does not depart from technical solutions of the utility model,, all still belongs in the scope of technical solutions of the utility model protection any simple modification made for any of the above embodiments, equivalent variations and modification according to technical spirit of the present utility model.
Claims (3)
1. a full-mixing type anaerobic reactor, it is characterized in that, comprise: an anaerobic reactor (10), described anaerobic reactor bottom is provided with a water distribution system (101), in order to distribute water, the inner inoculation in anaerobic reaction district (102) has anaerobic sludge, is provided with stirrer (105) and carries out muddy water mixing; In described anaerobic reactor, be provided with successively from top to bottom a solid-liquid separation module (104), a degassed module (103), a collecting methane system, be provided with stirrer, stirrer adopts water seal arrangement (106) completely and the extraneous sealing of reactor, by mixing and stirring system, waste water is evenly mixed with the anaerobic sludge in reactor.
2. a kind of full-mixing type anaerobic reactor according to claim 1, is characterized in that, described degassed module, solid-liquid separation module are made by PP material.
3. a kind of full-mixing type anaerobic reactor according to claim 1, it is characterized in that, described Agitator Impeller adopts glass reinforced plastic to make, and stirrer adopts water seal arrangement completely and the extraneous sealing of reactor, by mixing and stirring system, waste water is evenly mixed with the anaerobic sludge in reactor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420328635.XU CN203976473U (en) | 2014-06-20 | 2014-06-20 | A kind of full-mixing type anaerobic reactor |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420328635.XU CN203976473U (en) | 2014-06-20 | 2014-06-20 | A kind of full-mixing type anaerobic reactor |
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| Publication Number | Publication Date |
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| CN203976473U true CN203976473U (en) | 2014-12-03 |
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| CN201420328635.XU Expired - Lifetime CN203976473U (en) | 2014-06-20 | 2014-06-20 | A kind of full-mixing type anaerobic reactor |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106927623A (en) * | 2015-12-29 | 2017-07-07 | 帕克环保技术(上海)有限公司 | Integrated biological denitrification reactor and integrated biological denitrification method |
| CN106927566A (en) * | 2015-12-29 | 2017-07-07 | 帕克环保技术(上海)有限公司 | A kind of integrated anaerobic-aerobic bioreactor |
| CN106927567A (en) * | 2015-12-29 | 2017-07-07 | 帕克环保技术(上海)有限公司 | Integrated anaerobic-aerobic bioreactor |
-
2014
- 2014-06-20 CN CN201420328635.XU patent/CN203976473U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106927623A (en) * | 2015-12-29 | 2017-07-07 | 帕克环保技术(上海)有限公司 | Integrated biological denitrification reactor and integrated biological denitrification method |
| CN106927566A (en) * | 2015-12-29 | 2017-07-07 | 帕克环保技术(上海)有限公司 | A kind of integrated anaerobic-aerobic bioreactor |
| CN106927567A (en) * | 2015-12-29 | 2017-07-07 | 帕克环保技术(上海)有限公司 | Integrated anaerobic-aerobic bioreactor |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: WEST PURE ENVIRONMENTAL TECHNOLOGY (SHANGHAI) CO., Effective date: 20150108 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 201319 PUDONG NEW AREA, SHANGHAI TO: 201700 QINGPU, SHANGHAI |
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| TR01 | Transfer of patent right |
Effective date of registration: 20150108 Address after: 201700, Qingpu District, Shanghai Zhu Feng Road No. 1, 3424, 3, M District, room 317 Patentee after: WEST PURE ENVIRONMENTAL TECHNOLOGY (SHANGHAI) CO.,LTD. Address before: 201319 No. 2688, Lane 155, Shanghai South Road, Shanghai, Pudong New Area 202 Patentee before: Duan Guoxiu |
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 201203 Shanghai Guo Shou Jing Road, Zhangjiang High Tech Park of Pudong New Area No. 351 Building No. 2 room 519 Patentee after: PAQUES ENVIRONMENTAL TECHNOLOGY (SHANGHAI) Co.,Ltd. Address before: 201700, Qingpu District, Shanghai Zhu Feng Road No. 1, 3424, 3, M District, room 317 Patentee before: WEST PURE ENVIRONMENTAL TECHNOLOGY (SHANGHAI) CO.,LTD. |
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| CX01 | Expiry of patent term |
Granted publication date: 20141203 |