CN201031170Y - Two-stage filtration membrane bioreactor - Google Patents
Two-stage filtration membrane bioreactor Download PDFInfo
- Publication number
- CN201031170Y CN201031170Y CNU2007200350335U CN200720035033U CN201031170Y CN 201031170 Y CN201031170 Y CN 201031170Y CN U2007200350335 U CNU2007200350335 U CN U2007200350335U CN 200720035033 U CN200720035033 U CN 200720035033U CN 201031170 Y CN201031170 Y CN 201031170Y
- Authority
- CN
- China
- Prior art keywords
- membrane
- water
- biochemical
- backwash
- valve
- 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 - Lifetime
Links
- 239000012528 membrane Substances 0.000 title claims abstract description 69
- 238000001914 filtration Methods 0.000 title claims description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 75
- 238000000108 ultra-filtration Methods 0.000 claims abstract description 30
- 238000005273 aeration Methods 0.000 claims description 16
- 238000005374 membrane filtration Methods 0.000 claims description 15
- 239000000945 filler Substances 0.000 claims description 6
- 239000010865 sewage Substances 0.000 abstract description 10
- 230000004907 flux Effects 0.000 abstract description 6
- 239000002957 persistent organic pollutant Substances 0.000 abstract description 5
- 239000013618 particulate matter Substances 0.000 abstract description 3
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 abstract description 2
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 abstract description 2
- 238000000746 purification Methods 0.000 description 9
- 238000012856 packing Methods 0.000 description 6
- 238000005842 biochemical reaction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 241000894006 Bacteria Species 0.000 description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 239000008213 purified water Substances 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000011001 backwashing Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000015556 catabolic process Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006731 degradation reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 239000011259 mixed solution Substances 0.000 description 1
- 230000001546 nitrifying effect Effects 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 238000001223 reverse osmosis Methods 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
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
Description
技术领域technical field
本实用新型涉及一种两级过滤膜生物反应器,属污水净化设备。The utility model relates to a two-stage filtration membrane bioreactor, which belongs to sewage purification equipment.
背景技术Background technique
膜生物反应器是近年来使用较多的一种污水净化设备,它包含生化反应分解有机污染物过程及膜过滤除固体微粒及悬浮物的将化过程。目前公知的膜生物反应器中,超滤膜组件直接置于生化反应池的高浓度的活性污泥混合液中,经过膜的精密过滤作用得到净化水。但存在的缺点是:高浓度的SS混合液直接进行膜过滤,使膜面污染严重,从而造成膜通量降低,需增加膜面积来提高膜通量;为减少膜面泥饼层的形成,必须降低超滤膜组件的装填密度,因此设备不紧凑,占地面积增大;系统需要不间断对超滤膜表面进行大流量空气冲洗膜面泥饼层,能耗高;以上均使运行成本增加。此外,超滤膜组件直接浸没在高浓度活性污泥混合液中,一旦超滤膜组件内出现断丝,将导致出水水质巨大波动,严重影响后续反渗透系统运行的可靠性。Membrane bioreactor is a kind of sewage purification equipment that has been widely used in recent years. It includes the process of biochemical reaction to decompose organic pollutants and the process of membrane filtration to remove solid particles and suspended solids. In the currently known membrane bioreactors, the ultrafiltration membrane module is directly placed in the high-concentration activated sludge mixture in the biochemical reaction tank, and purified water is obtained through the precise filtration of the membrane. However, the disadvantages are: the high-concentration SS mixed solution is directly filtered through the membrane, which seriously pollutes the membrane surface, resulting in a decrease in the membrane flux. It is necessary to increase the membrane area to increase the membrane flux; in order to reduce the formation of mud cake layer on the membrane surface, The packing density of the ultrafiltration membrane module must be reduced, so the equipment is not compact and the floor space is increased; the system needs to continuously wash the mud cake layer on the membrane surface with a large flow of air on the surface of the ultrafiltration membrane, and the energy consumption is high; all of the above make the operating cost Increase. In addition, the ultrafiltration membrane module is directly immersed in the high-concentration activated sludge mixture. Once the ultrafiltration membrane module is broken, it will cause huge fluctuations in the quality of the effluent, which will seriously affect the reliability of the subsequent reverse osmosis system.
发明内容Contents of the invention
本实用新型的目的在于提供一种两级过滤膜生物反应器,旨在克服已有的膜生物反应器的上述缺陷,提高膜通量,降低系统造价和能耗,提高出水水质的稳定性。The purpose of this utility model is to provide a two-stage filtration membrane bioreactor, aiming at overcoming the above-mentioned defects of the existing membrane bioreactor, improving membrane flux, reducing system cost and energy consumption, and improving the stability of effluent water quality.
本实用新型两级过滤膜生物反应器含有生化过滤室和超滤膜组件,生化过滤室的下部为配水区,配水区设有原水进口接管和原水泵,配水区上方装有滤头、生物填料层和曝气管,超滤膜组件接有净水出口接管和净水泵,本反应器还包含与生化过滤室相连的膜过滤室,两室之间以溢流口相通,溢流口设有闸门,所说的超滤膜组件浸于膜过滤室内,可以是电动闸门。The two-stage filtration membrane bioreactor of the utility model contains a biochemical filtration chamber and an ultrafiltration membrane assembly. The lower part of the biochemical filtration chamber is a water distribution area. The water distribution area is provided with a raw water inlet connection pipe and a raw water pump, and a filter head and a biological filler are installed above the water distribution area. layer and aeration pipe, the ultrafiltration membrane module is connected with the water purification outlet connection pipe and the water purification pump. The gate, the said ultrafiltration membrane module is immersed in the membrane filtration chamber, can be an electric gate.
所说的曝气管连有风机,风机通过曝气管向填料层提供生化降解所需的氧。Said aeration pipe is connected with a fan, and the fan provides oxygen required for biochemical degradation to the packing layer through the aeration pipe.
所说的生化过滤室及超滤膜组件接有反洗进气管和反洗风机。The biochemical filter chamber and the ultrafiltration membrane module are connected with a backwash air intake pipe and a backwash blower.
所说的生化过滤室及超滤膜组件接有反洗进水管和反洗泵。The biochemical filter chamber and the ultrafiltration membrane module are connected with a backwash water inlet pipe and a backwash pump.
生化过滤室及超滤膜组件接有反洗风机及反洗泵,可定期或不定期地通过鼓风和泵入净水,对生化过滤室及超滤膜进行冲洗。The biochemical filter chamber and the ultrafiltration membrane module are connected with a backwash fan and a backwash pump, which can regularly or irregularly blow and pump clean water to flush the biochemical filter chamber and the ultrafiltration membrane.
膜过滤室接有回水出口管和回水泵。用于将膜过滤室的浓水或反洗水返回原水箱重新参与一级生化处理。The membrane filter chamber is connected with a return water outlet pipe and a return water pump. It is used to return the concentrated water or backwash water from the membrane filtration chamber to the original water tank to participate in the primary biochemical treatment again.
曝气管进口、超滤膜组件及生物过滤室的反洗进气口、超滤膜及生物过滤室的反洗进水口、膜过滤室回水管分别装有控制阀。The inlet of the aeration pipe, the backwash inlet of the ultrafiltration membrane module and the biofiltration chamber, the backwash water inlet of the ultrafiltration membrane and the biofiltration chamber, and the return pipe of the membrane filtration chamber are respectively equipped with control valves.
所说的各控制阀及电动闸门均与自动控制系统相联。Said control valves and electric gates are all connected with the automatic control system.
采用本实用新型净化装置使污水的净化分为两级进行。首先将污水通入生化过滤室,进行一级生化处理,降解污水中的COD、氨氮、磷等有机污染物,并同步去除水中的大部分悬浮颗粒物;然后进行第二级膜过滤处理,进一步去除水中悬浮颗粒物,并截流一级生化过滤单元透过的微生物。经一级净除去大部分污物后,使二级净化的超滤膜过滤运行负荷减小,提高膜过滤单元的膜通量,使膜过滤组件的运行更稳定性,更可靠,从而可减小超滤膜组件的设计规模及占地面积,更降低系统造价。本实用新型设置了膜的反洗、反吹系统,去除膜面污染物,提高膜的通量;设有膜过滤室的浓水及反洗水的回流系统,阻止世代周期长的菌种过度流失,提高了膜生物反应器对于传统生化处理工艺难以的去除效率。Adopting the purification device of the utility model makes the purification of sewage be divided into two stages. First, the sewage is passed into the biochemical filtration chamber for primary biochemical treatment to degrade organic pollutants such as COD, ammonia nitrogen, and phosphorus in the sewage, and simultaneously remove most of the suspended particulate matter in the water; then carry out the second-stage membrane filtration treatment to further remove Suspended particulate matter in the water and intercepts the microorganisms passing through the primary biochemical filtration unit. After removing most of the dirt in the first stage, the operating load of the ultrafiltration membrane filtration for the secondary purification is reduced, the membrane flux of the membrane filtration unit is increased, and the operation of the membrane filtration module is more stable and reliable, thereby reducing The design scale and footprint of the small ultrafiltration membrane module further reduce the system cost. The utility model is equipped with membrane backwashing and backflushing systems to remove membrane surface pollutants and improve membrane flux; a backflow system for concentrated water and backwash water in membrane filtration chambers is provided to prevent excessive strains with long generation cycles The loss improves the removal efficiency of the membrane bioreactor, which is difficult for traditional biochemical treatment processes.
附图说明Description of drawings
附图是两级过滤膜生物反应器用于水净化的系统结构示意图。The accompanying drawing is a schematic diagram of the system structure of a two-stage filtration membrane bioreactor for water purification.
图中编号表示为:1—原水箱,2—生化反应室,3—膜过滤室,4—净水箱,5—原水泵,6—曝气风机,7—净水泵,8—反洗水泵,9—反洗风机,10—回流泵,11一电动闸门,12—原水进水阀,13—曝气阀,14—生化反洗排放阀,15—生物填料层,16—配水室,17—滤头,18—浸没式超滤膜组件,19—生化过滤室反洗进水阀,20—生化室反吹阀,21—超滤膜组件反吹阀,22—膜过滤室反洗回水排放阀,23—超滤膜组件反洗进水阀,24—净水阀,25—曝气管。The numbers in the figure are expressed as: 1—raw water tank, 2—biochemical reaction chamber, 3—membrane filtration chamber, 4—clean water tank, 5—raw water pump, 6—aeration fan, 7—clean water pump, 8—backwash water pump , 9—Backwash fan, 10—Return pump, 11—Electric gate, 12—Raw water inlet valve, 13—Aeration valve, 14—Biochemical backwash discharge valve, 15—Biological packing layer, 16—Water distribution chamber, 17 —Filter Head, 18—Submerged Ultrafiltration Membrane Module, 19—Biochemical Filtration Chamber Backwash Inlet Valve, 20—Biochemical Chamber Backflush Valve, 21—Ultrafiltration Membrane Module Backflush Valve, 22—Membrane Filtration Chamber Backwash Backwash Water discharge valve, 23—ultrafiltration membrane module backwash water inlet valve, 24—water purification valve, 25—aeration pipe.
具体实施方式Detailed ways
如图所示,来自原水箱1的原水经原水泵5提升后通过原水进水阀12进入生化过滤室2底部的配水室16,并经由滤头17进入活性生物填料层15,在填料层15底部与曝气管25喷出的气流混合,水中有机污染物与附着在填料表面的微生物充分接触,并在曝气中的氧作用下被吸收降解(曝气由风机6通过控制阀3吹入);同时,水中悬浮颗粒大部分被填料层截留,通过填料层15过滤的初步净化水进入生化过滤室2的上部区域,随后通过电动闸门11溢流进入膜过滤室3,将超滤膜组件18浸没。在净水泵7的抽吸下,透过膜面的净水通过控制阀24进入净水箱4。As shown in the figure, the raw water from the raw water tank 1 is lifted by the raw water pump 5 and enters the water distribution chamber 16 at the bottom of the biochemical filter chamber 2 through the raw water inlet valve 12, and enters the active biological packing layer 15 through the filter head 17, and enters the active biological packing layer 15 in the packing layer 15. The bottom is mixed with the airflow ejected from the aeration pipe 25, and the organic pollutants in the water are in full contact with the microorganisms attached to the surface of the filler, and are absorbed and degraded under the action of oxygen in the aeration (the aeration is blown in by the fan 6 through the control valve 3 ); at the same time, most of the suspended particles in the water are intercepted by the filler layer, and the preliminary purified water filtered by the filler layer 15 enters the upper area of the biochemical filter chamber 2, and then overflows into the membrane filter chamber 3 through the electric gate 11, and the ultrafiltration membrane assembly 18 immersion. Under the suction of the clean water pump 7, the clean water passing through the membrane surface enters the clean water tank 4 through the control valve 24.
系统设置有反洗泵8和反洗风机9,用净水箱4内的净水对生化反应室2和超滤膜组件18定期进行气水联合反洗,清除沉积于膜面及生化填料层的污染物,防止堵塞。膜过滤室3内的浓水或反洗后污水回流水泵10回流至原水箱1,回收世代周期较长的细菌(如硝化细菌等),防止该部分细菌的流失,提高生化处理效果。生化反应室2经反洗的污水从生化反洗排放阀14排放。The system is equipped with a backwash pump 8 and a backwash fan 9. The clean water in the clean water tank 4 is used to perform combined air-water backwash on the biochemical reaction chamber 2 and the ultrafiltration membrane module 18 on a regular basis to remove the deposits on the membrane surface and the biochemical filler layer. pollutants to prevent clogging. Concentrated water in the membrane filtration chamber 3 or backwashed sewage backflow pump 10 returns to the raw water tank 1 to recover bacteria with a long generation cycle (such as nitrifying bacteria, etc.), prevent the loss of this part of the bacteria, and improve the biochemical treatment effect. The backwashed sewage in the biochemical reaction chamber 2 is discharged from the biochemical backwash discharge valve 14 .
系统设有以下控制阀:The system is equipped with the following control valves:
原水泵连有原水进水阀12、曝气管连有曝气阀13、的净水泵7连有净水阀24、反洗气进气管装有反洗进水阀23和19、反洗进气管装有进气阀21和20、回水出口管装有回水阀排放阀22和14。The raw water pump is connected with the raw water inlet valve 12, the aeration pipe is connected with the aeration valve 13, the clean water pump 7 is connected with the clean water valve 24, the backwash air intake pipe is equipped with the backwash water inlet valve 23 and 19, and the backwash inlet The air pipe is equipped with air intake valves 21 and 20, and the return water outlet pipe is equipped with return valve discharge valves 22 and 14.
各控制阀12、13、14、19、20、21、22、23、24均采用自动阀,它们与电动闸门11均与自动控制系统相连,自动适时启、闭。Each control valve 12, 13, 14, 19, 20, 21, 22, 23, 24 all adopts automatic valves, and they all link to each other with the automatic control system with the electric gate 11, open and close in good time automatically.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200350335U CN201031170Y (en) | 2007-03-08 | 2007-03-08 | Two-stage filtration membrane bioreactor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200350335U CN201031170Y (en) | 2007-03-08 | 2007-03-08 | Two-stage filtration membrane bioreactor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201031170Y true CN201031170Y (en) | 2008-03-05 |
Family
ID=39163064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200350335U Expired - Lifetime CN201031170Y (en) | 2007-03-08 | 2007-03-08 | Two-stage filtration membrane bioreactor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201031170Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102276055A (en) * | 2011-05-17 | 2011-12-14 | 太平洋水处理工程有限公司 | Novel method for controlling membrane pollution in membrane-bioreactor |
| CN103708681A (en) * | 2013-12-30 | 2014-04-09 | 山东京鲁水务集团有限公司 | Film biological treatment device for reuse of reclaimed water |
| CN115028259A (en) * | 2022-04-25 | 2022-09-09 | 智享生物(苏州)有限公司 | Bioreactor capable of relieving membrane pollution |
-
2007
- 2007-03-08 CN CNU2007200350335U patent/CN201031170Y/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102276055A (en) * | 2011-05-17 | 2011-12-14 | 太平洋水处理工程有限公司 | Novel method for controlling membrane pollution in membrane-bioreactor |
| CN103708681A (en) * | 2013-12-30 | 2014-04-09 | 山东京鲁水务集团有限公司 | Film biological treatment device for reuse of reclaimed water |
| CN103708681B (en) * | 2013-12-30 | 2015-04-22 | 山东京鲁水务集团有限公司 | Film biological treatment device for reuse of reclaimed water |
| CN115028259A (en) * | 2022-04-25 | 2022-09-09 | 智享生物(苏州)有限公司 | Bioreactor capable of relieving membrane pollution |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106745749B (en) | Aerobic-anoxic integrated AO membrane bioreactor | |
| KR100843656B1 (en) | Advanced Water Treatment System using Two-Stage Immersion Membrane | |
| CN102976555A (en) | Integrated air floatation-membrane bioreactor | |
| CN204039126U (en) | A kind of membrane bioreactor | |
| CN202924871U (en) | Integrated air flotation-membrane bioreactor | |
| CN201031170Y (en) | Two-stage filtration membrane bioreactor | |
| CN102190397B (en) | Integrated reclaimed water reuse equipment | |
| CN104192994B (en) | A kind of membrane bioreactor | |
| CN104261603B (en) | The integrated drinking water advanced treatment device of a kind of electric coagulation-electro-flotation/immersion ultrafiltration | |
| CN202671258U (en) | Gravity membrane filtering device | |
| CN101817625A (en) | Water treatment device and method integrating absorption, degradation, air floatation and membrane separation | |
| CN200964368Y (en) | Membrane biological reactor | |
| CN201626870U (en) | A Submerged Ceramic Membrane Bioreactor | |
| CN103723882A (en) | Ship wastewater treatment method and device | |
| CN108483794B (en) | Sewage treatment system | |
| CN214327267U (en) | Double-layer MABR sewage treatment system | |
| CN215439974U (en) | Pharmaceutical chemical wastewater comprehensive pretreatment system | |
| CN115536215A (en) | High-efficient recovery system of chemical plant area rainwater | |
| CN208700832U (en) | A kind of regeneration treatment system of high concentrated organic wastewater with high salt | |
| CN201319030Y (en) | Performance test platform for multi-membrane bioreactor | |
| CN108128886B (en) | Membrane filtration and aeration integrated device | |
| CN222374532U (en) | A highly efficient municipal tail water purification device | |
| CN207903981U (en) | A kind of efficient up-flow biological reaction apparatus | |
| CN222989920U (en) | An integrated domestic sewage treatment device | |
| CN218931906U (en) | A modular membrane treatment water purification device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080305 |
|
| CX01 | Expiry of patent term |