CN204022547U - A kind of novel anaerobic reactor - Google Patents
A kind of novel anaerobic reactor Download PDFInfo
- Publication number
- CN204022547U CN204022547U CN201420299351.2U CN201420299351U CN204022547U CN 204022547 U CN204022547 U CN 204022547U CN 201420299351 U CN201420299351 U CN 201420299351U CN 204022547 U CN204022547 U CN 204022547U
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- Prior art keywords
- anaerobic reactor
- water
- anaerobic
- reactor
- sludge
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 48
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 22
- 239000010802 sludge Substances 0.000 claims abstract description 19
- 238000000926 separation method Methods 0.000 claims abstract description 14
- 239000007788 liquid Substances 0.000 claims abstract description 10
- 238000006243 chemical reaction Methods 0.000 claims abstract description 7
- 239000002351 wastewater Substances 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 3
- 238000002156 mixing Methods 0.000 claims description 3
- 238000011081 inoculation Methods 0.000 claims 1
- 238000001556 precipitation Methods 0.000 abstract description 9
- 238000013461 design Methods 0.000 abstract description 2
- 239000010842 industrial wastewater Substances 0.000 abstract description 2
- 238000012423 maintenance Methods 0.000 abstract description 2
- 238000005457 optimization Methods 0.000 abstract description 2
- 238000004065 wastewater treatment Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 7
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 5
- 239000000243 solution Substances 0.000 description 5
- 239000000203 mixture Substances 0.000 description 4
- 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
- 238000003756 stirring Methods 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
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012545 processing 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
- 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
-
- 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 novel anaerobic reactor, wherein, comprise: an anaerobic reactor, described anaerobic reactor bottom is provided with a water distribution system, in order to distribute water, in described anaerobic reactor, being provided with successively from top to bottom an anaerobic reactor reaction zone, a degassed module, a solid-liquid separation module, a collecting methane system, outer setting has water circulation system, utilizes recycle pump that treated water is returned to anaerobic reactor again.Its applied range of this novel anaerobic reactor, 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 hydraulic 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; Inner nothing running loses, without maintenance; 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 novel 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 novel anaerobic reactor, it is in conjunction with the advantage of EGSB and IC anaerobic reactor, 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, and water is separated with mud, hydraulic 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 novel 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, be provided with recycle pump, part waste water is back to water into the female pipe of water, after evenly mixing with former water through recycle pump from reactor top circulating line, by water distribution system, evenly enter reactor again, to regulate the upflow velocity of reactor.
A novel 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, being provided with successively from top to bottom a solid-liquid separation module, a degassed module, a collecting methane system, outer setting has water circulation system, utilizes recycle pump that treated water is returned to anaerobic reactor again.
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, the described recycle system is utilized the external circulation line of recycle pump, and treated water is returned to anaerobic reactor again.
In sum, owing to having adopted technique scheme, the utility model anaerobic reactor applied range, the degassed settling system of relatively low volumetric loading and optimization, guarantees that stable and anaerobic sludge increases; Inner nothing running loses, without maintenance; 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 process route view of the utility model 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 process route view of the utility model 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 recycle pump, part waste water is back to water into the female pipe of water through recycle pump from reactor top circulating line 105, evenly mixes with former water.
Described anaerobic reaction implement body comprises: an efficient water distribution system, evenly enters anaerobic reactor bottom in order to receive waste water.A degassed precipitation module, is characterized in that, comprising: a degassed module, in order to complete the separation of air water; One precipitation module, in order to complete the separation of muddy water; A hydraulic system, utilizes recycle pump and external circulation line, and treated water is pumped into after mix with former water bottom and enters anaerobic reactor bottom.
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, the utility model 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 novel anaerobic reactor (10), is characterized in that, comprising: an anaerobic reactor, and 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, be provided with recycle pump, circulating line (105) carries out muddy water mixing, in 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 recycle pump, part waste water is connected through the female pipe of recycle pump and water inlet from reactor top by circulating line (105), more evenly enters reactor by water distribution system (101).
2. novel anaerobic reactor according to claim 1, is characterized in that, described degassed module, solid-liquid separation module are made by PP material.
3.
?novel anaerobic reactor according to claim 1, is characterized in that, the described recycle system is utilized the external circulation line of recycle pump, and treated water is returned to anaerobic reactor again.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420299351.2U CN204022547U (en) | 2014-06-07 | 2014-06-07 | A kind of novel anaerobic reactor |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420299351.2U CN204022547U (en) | 2014-06-07 | 2014-06-07 | A kind of novel anaerobic reactor |
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| Publication Number | Publication Date |
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| CN204022547U true CN204022547U (en) | 2014-12-17 |
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| CN201420299351.2U Expired - Lifetime CN204022547U (en) | 2014-06-07 | 2014-06-07 | A kind of novel anaerobic reactor |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105884021A (en) * | 2016-06-12 | 2016-08-24 | 武汉东川自来水科技开发有限公司 | Intermittent anaerobic wastewater treatment system and method |
| CN105948392A (en) * | 2016-06-12 | 2016-09-21 | 武汉东川自来水科技开发有限公司 | Three-unit sewage treatment system and method |
| CN106927567A (en) * | 2015-12-29 | 2017-07-07 | 帕克环保技术(上海)有限公司 | Integrated anaerobic-aerobic bioreactor |
| CN107540147A (en) * | 2016-06-23 | 2018-01-05 | 帕克环保技术(上海)有限公司 | The Waste Water Treatment and method of wastewater treatment of cellulose ethanol |
| CN107540084A (en) * | 2016-06-23 | 2018-01-05 | 帕克环保技术(上海)有限公司 | Anaerobic fermentation reaction unit |
| CN108249690A (en) * | 2016-12-28 | 2018-07-06 | 帕克环保技术(上海)有限公司 | Pasture waste water treatment system |
| CN109678244A (en) * | 2019-01-14 | 2019-04-26 | 北京工业大学 | The device and method of enrichment culture anaerobic ammonia oxidizing bacteria under a kind of low inoculum concentration |
| CN109761449A (en) * | 2019-03-18 | 2019-05-17 | 河南省绿韵环保科技有限公司 | A kind of novel anaerobic reactor and processing system based on UASB |
-
2014
- 2014-06-07 CN CN201420299351.2U patent/CN204022547U/en not_active Expired - Lifetime
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106927567A (en) * | 2015-12-29 | 2017-07-07 | 帕克环保技术(上海)有限公司 | Integrated anaerobic-aerobic bioreactor |
| CN105884021A (en) * | 2016-06-12 | 2016-08-24 | 武汉东川自来水科技开发有限公司 | Intermittent anaerobic wastewater treatment system and method |
| CN105948392A (en) * | 2016-06-12 | 2016-09-21 | 武汉东川自来水科技开发有限公司 | Three-unit sewage treatment system and method |
| CN107540147A (en) * | 2016-06-23 | 2018-01-05 | 帕克环保技术(上海)有限公司 | The Waste Water Treatment and method of wastewater treatment of cellulose ethanol |
| CN107540084A (en) * | 2016-06-23 | 2018-01-05 | 帕克环保技术(上海)有限公司 | Anaerobic fermentation reaction unit |
| CN108249690A (en) * | 2016-12-28 | 2018-07-06 | 帕克环保技术(上海)有限公司 | Pasture waste water treatment system |
| CN109678244A (en) * | 2019-01-14 | 2019-04-26 | 北京工业大学 | The device and method of enrichment culture anaerobic ammonia oxidizing bacteria under a kind of low inoculum concentration |
| CN109678244B (en) * | 2019-01-14 | 2021-10-01 | 北京工业大学 | Device and method for enrichment culture of anaerobic ammonium oxidation bacteria under low inoculation amount |
| CN109761449A (en) * | 2019-03-18 | 2019-05-17 | 河南省绿韵环保科技有限公司 | A kind of novel anaerobic reactor and processing system based on UASB |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Tang Ning Inventor before: Duan Guoxiu |
|
| COR | Change of bibliographic data | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20151228 Address after: 200000 Shanghai City, Pudong New Area Shen Mei Road 123 Lane 3 Building Room 1001 Patentee after: WEST PURE ENVIRONMENTAL TECHNOLOGY (SHANGHAI) CO.,LTD. Address before: 201319 No. 2688, Lane 202, Shanghai South Road, Shanghai, Shanghai, Pudong, 155, Pudong New Area Patentee before: Duan Guoxiu |
|
| 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: 200000 Shanghai City, Pudong New Area Shen Mei Road 123 Lane 3 Building Room 1001 Patentee before: WEST PURE ENVIRONMENTAL TECHNOLOGY (SHANGHAI) CO.,LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141217 |