CN101323484A - Nested Multidimensional Membrane Module Dynamic Membrane Bioreactor - Google Patents
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- CN101323484A CN101323484A CNA2008101386422A CN200810138642A CN101323484A CN 101323484 A CN101323484 A CN 101323484A CN A2008101386422 A CNA2008101386422 A CN A2008101386422A CN 200810138642 A CN200810138642 A CN 200810138642A CN 101323484 A CN101323484 A CN 101323484A
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- 239000012528 membrane Substances 0.000 title claims abstract description 71
- 238000005273 aeration Methods 0.000 claims abstract description 27
- 239000000945 filler Substances 0.000 claims abstract description 15
- 239000002245 particle Substances 0.000 claims description 4
- 239000003610 charcoal Substances 0.000 claims description 3
- 239000004567 concrete Substances 0.000 claims description 3
- 239000004576 sand Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 230000000630 rising effect Effects 0.000 claims 3
- 238000007599 discharging Methods 0.000 claims 1
- 238000011010 flushing procedure Methods 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 18
- 239000010802 sludge Substances 0.000 abstract description 9
- 239000011148 porous material Substances 0.000 abstract description 5
- 239000002351 wastewater Substances 0.000 abstract description 2
- 239000010865 sewage Substances 0.000 description 10
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 4
- 238000011001 backwashing Methods 0.000 description 4
- 244000005700 microbiome Species 0.000 description 3
- 238000000746 purification Methods 0.000 description 3
- 239000010419 fine particle Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009285 membrane fouling Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000031018 biological processes and functions Effects 0.000 description 1
- -1 ceramsite Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229920006351 engineering plastic Polymers 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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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
- 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
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- Biological Treatment Of Waste Water (AREA)
- Activated Sludge Processes (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
本发明提供了一种嵌套式多维膜组件动态膜生物反应器,包括床体、曝气管道和多维膜组件,床体内分为曝气区和动态膜生物反应区,床体的曝气区一侧设有进水口,底部设有曝气管道,在动态膜生物反应区一侧设有排泥口和出水管,出水管上连接有反冲洗曝气管,床体内至少固定有一组多维膜组件,每组多维膜组件是由里外套装的至少两层立体框架组成,各层立体框架由里至外依次增大,每层立体框架的外围均包裹有滤网,由里至外各层立体框架上滤网的孔径依次增大,并且缝隙中均填充有填料,最里面立体框架内设有导管,每组多维膜组件中的导管均与床体上的出水管连接。本发明不易堵塞,处理效率高,出水水质好,能处理多种废水,运行稳定,使用周期长。
The invention provides a nested multi-dimensional membrane module dynamic membrane bioreactor, including a bed body, an aeration pipeline and a multi-dimensional membrane module, the bed body is divided into an aeration area and a dynamic membrane bioreaction area, and the aeration area of the bed body There is a water inlet on one side, an aeration pipe on the bottom, a sludge outlet and an outlet pipe on one side of the dynamic membrane bioreaction area, and a backwash aeration pipe is connected to the outlet pipe, and at least one set of multi-dimensional membranes is fixed in the bed Module, each group of multi-dimensional membrane modules is composed of at least two layers of three-dimensional frames set inside and outside. The three-dimensional frames of each layer increase sequentially from the inside to the outside. The pore size of the filter screen on the three-dimensional frame increases sequentially, and the gaps are filled with fillers. There are conduits in the innermost three-dimensional frame, and the conduits in each group of multi-dimensional membrane modules are connected to the outlet pipes on the bed body. The invention is not easy to be blocked, has high treatment efficiency, good effluent quality, can treat various waste water, has stable operation and long service life.
Description
技术领域 technical field
本发明涉及用于污水处理的动态膜生物反应器,属于污水净化技术领域。The invention relates to a dynamic membrane bioreactor for sewage treatment and belongs to the technical field of sewage purification.
背景技术 Background technique
膜生物反应器是由膜分离技术与生物工艺有机结合的新型水处理技术,以膜组件取代二沉池,具有处理效率高、出水水质好、出水可直接回用、设备占地面积小、便于自控、活性污泥浓度高和剩余污泥产量低等优点。Membrane bioreactor is a new type of water treatment technology that organically combines membrane separation technology and biological process. It replaces the secondary settling tank with membrane modules. It has the advantages of self-control, high concentration of activated sludge and low output of residual sludge.
公告号为CN100384520C的中国专利公开了一种《三维滤布动态膜生物反应器》,其膜组件由三维滤布包裹在框架上制成,并且膜组件的过滤面沿水平方向设有割口。该动态膜生物反应器可以有效的减少膜堵塞,延缓膜污染,延长反应器的反冲洗周期和膜基材的使用寿命,增加反应器运行的稳定性。但是采用的膜材料为布类材料,在运行过程中容易造成膜污染(即膜堵塞),出水量小,需要经常反复冲洗,能耗较大。The Chinese patent with the notification number CN100384520C discloses a "Three-dimensional Filter Cloth Dynamic Membrane Bioreactor". The dynamic membrane bioreactor can effectively reduce membrane clogging, delay membrane fouling, prolong the backwash cycle of the reactor and the service life of the membrane substrate, and increase the stability of the reactor operation. However, the membrane material used is cloth material, which is easy to cause membrane fouling (that is, membrane clogging) during operation, and the water output is small, which requires frequent and repeated washing, and consumes a lot of energy.
发明内容 Contents of the invention
本发明针对现有膜生物反应器技术存在的不足,提供一种单位膜面积大、不易堵塞、可进一步提高净化能力、出水水质好的嵌套式多维膜组件动态膜生物反应器。The present invention aims at the deficiencies of the existing membrane bioreactor technology, and provides a nested multi-dimensional membrane module dynamic membrane bioreactor with large unit membrane area, not easy to be blocked, capable of further improving purification ability and good effluent quality.
本发明的嵌套式多维膜组件动态膜生物反应器采用下述技术方案:The nested multi-dimensional membrane module dynamic membrane bioreactor of the present invention adopts the following technical scheme:
嵌套式多维膜组件动态膜生物反应器,包括床体、曝气管道和多维膜组件,床体内分为曝气区和动态膜生物反应区,床体的曝气区一侧设有进水口,底部设有曝气管道,在动态膜生物反应区一侧设有排泥口和出水管,出水管上连接有反冲洗曝气管,床体内至少固定有一组多维膜组件,每组多维膜组件是由里外套装的至少两层框架组成,各层框架由里至外依次增大,每层框架的外围均包裹有滤网,由里至外各层框架上滤网的孔径依次增大,并且相邻两层框架之间的缝隙中均填充有填料,最里面框架的内腔中设有导管,每组多维膜组件中的导管均与床体上的出水管连接。Nested multi-dimensional membrane module dynamic membrane bioreactor, including bed body, aeration pipeline and multi-dimensional membrane module, the bed body is divided into aeration area and dynamic membrane bioreaction area, and the side of the aeration area of the bed body is provided with a water inlet , there is an aeration pipe at the bottom, and a sludge outlet and an outlet pipe are provided on one side of the dynamic membrane bioreaction area. The outlet pipe is connected with a backwash aeration pipe. The component is composed of at least two layers of frames set inside and outside. The frames of each layer increase sequentially from the inside to the outside. The periphery of each frame is wrapped with a filter screen. The aperture of the filter screen on each layer of the frame increases sequentially from the inside to the outside. , and the gaps between the adjacent two frames are filled with fillers, the innermost frame is provided with conduits, and the conduits in each group of multidimensional membrane modules are connected to the outlet pipes on the bed body.
填料为硬性填料,至少是陶粒、活性炭、木炭、石子、砂子和砼体中的一种。The filler is a hard filler, at least one of ceramsite, activated carbon, charcoal, stone, sand and concrete.
填料颗粒的体积越往框架里层越小,以使各层填料之间形成三维结构。The volume of the filler particles becomes smaller as it goes into the frame, so that a three-dimensional structure is formed between each layer of fillers.
框架为任意立体几何形状。The frame is any solid geometric shape.
本发明中的多维膜组件以嵌套形式构成,各层框架的滤网孔径由里到外依次增大,分层去除污染物。运行时,污水经床体上的进水口流入,在曝气条件下,微生物大量繁殖,从而在膜组件上形成大量生物膜,提高处理效率。当污水通过挂满了生物膜的多维膜组件时,较大孔径的颗粒物在外层立体框架被直接阻截,而微细颗粒物及可溶性物质在里层被立体框架上小孔径的动态膜过滤,得到净化后的污水到达最里面的立体框架内腔,然后经由连接到最里面立体框架内腔内导管的出水口流出。剩余污泥则由排泥口排出。The multi-dimensional membrane module in the present invention is constituted in a nested form, and the apertures of the filter screens of each layer frame increase sequentially from the inside to the outside to remove pollutants layer by layer. During operation, sewage flows in through the water inlet on the bed body, and under aeration conditions, microorganisms multiply in large numbers, thereby forming a large number of biofilms on the membrane modules to improve treatment efficiency. When the sewage passes through the multi-dimensional membrane module covered with biofilm, the particles with larger pore size are directly intercepted by the outer three-dimensional frame, while the fine particles and soluble substances are filtered by the dynamic membrane with small pore size on the three-dimensional frame in the inner layer, and are purified The sewage reaches the innermost three-dimensional frame lumen, and then flows out through the water outlet connected to the innermost three-dimensional frame inner cavity. The remaining sludge is discharged from the sludge outlet.
本发明的多维膜组件不易堵塞,容易反冲洗,处理效率高,出水水质好,可直接回用,实现了污水资源化,能处理多种废水,运行稳定,使用周期长,结构简单,操作、运行方便,易于实现自动控制。The multi-dimensional membrane module of the present invention is not easy to block, easy to backwash, high in treatment efficiency, good in effluent quality, can be reused directly, realizes the recycling of sewage, can treat a variety of waste water, has stable operation, long service life, simple structure, easy operation, It is easy to operate and easy to realize automatic control.
附图说明 Description of drawings
附图为本发明的嵌套式多维膜组件动态膜生物反应器结构示意图。The accompanying drawing is a structural schematic diagram of the nested multi-dimensional membrane module dynamic membrane bioreactor of the present invention.
图中:1、床体,2、进水管,3、布水板,4、多维膜组件,5、排泥口,6、阀门,7、空气压缩机,8、曝气管道,9、出水管,10、导管,11、滤网,12、填料,13、反冲洗曝气管,14、阀门,15、阀门,16、框架。In the figure: 1. Bed body, 2. Water inlet pipe, 3. Water distribution plate, 4. Multidimensional membrane module, 5. Sludge outlet, 6. Valve, 7. Air compressor, 8. Aeration pipe, 9. Outlet Water pipe, 10, conduit, 11, filter screen, 12, filler, 13, backwash aeration pipe, 14, valve, 15, valve, 16, frame.
具体实施方式 Detailed ways
如附图所示,本发明的嵌套式多维膜组件动态膜生物反应器主要包括床体1、曝气管道8和多维膜组件4,床体1内设有布水板3,将床体1内分为曝气区和动态膜生物反应区,在床体1的曝气区一侧底部设有进水管2,底部设有曝气管道8,曝气管道8与外部的空气压缩机7连接,连接管上安装有阀门6;在床体1的动态膜生物反应区一侧底部设有排泥口5,上部设有出水管9,出水管9上安装有阀门15,出水管9与空气压缩机7之间连接有反冲洗曝气管13,反冲洗曝气管13上安装有阀门14,以实现对多维膜组件的反冲洗。进水管2、排泥口5和出水管9上均安装有阀门。多维膜组件4固定在床体1内动态膜生物反应区的底部,床体1内设置多维膜组件4的数量根据床体1的大小确定,本实施例中有两组多维膜组件。床体1上的出水管9与每组多维膜组件中的导管10连接。As shown in the drawings, the nested multidimensional membrane module dynamic membrane bioreactor of the present invention mainly includes a bed body 1, an aeration pipeline 8 and a multidimensional membrane module 4, and a water distribution plate 3 is arranged in the bed body 1, and the bed body 1 is divided into an aeration zone and a dynamic membrane bioreaction zone. A water inlet pipe 2 is provided at the bottom of one side of the aeration zone of the bed body 1, and an aeration pipeline 8 is provided at the bottom. The aeration pipeline 8 is connected to an external air compressor 7 connection, a
多维膜组件4由里外套装的至少两层呈立体结构的框架16组成,本实施例中的多维膜组件有四层,各层框架由里至外依次增大,每层框架的外围各个面上均包裹有滤网11,由里至外各层框架上滤网的孔径依次增大,并且相邻两层立体框架之间均填充有填料12,填料12颗粒越往里层体积越小,以使各层填料之间形成三维结构,保证出水质量。最里层框架的内腔中设有导管10,导管10与床体1上的出水管连接。填料12为陶粒、活性炭、木炭、石子、砂子和砼体等硬性填料中的一种或几种的混合物。The multi-dimensional membrane assembly 4 is composed of at least two layers of three-dimensional structure frame 16 set inside and outside. The multi-dimensional membrane assembly in this embodiment has four layers, and the frames of each layer increase sequentially from the inside to the outside. The top is wrapped with a
框架16可以为任意立体几何形状,可用不锈钢或硬质铝合金材料焊接制成,滤网11可以采用不锈钢或工程塑料制成。当滤网11的强度足够时,框架16也可以直接用滤网围成。The frame 16 can be in any three-dimensional geometric shape, and can be welded with stainless steel or hard aluminum alloy, and the
本发明的污水处理过程是:Sewage treatment process of the present invention is:
污水由进水管2进入床体1内,流过曝气管道8所在的曝气区,产生大量微生物,然后经由布水板3进入动态膜生物反应区。当曝气时,关闭阀门14,打开阀门6,进行曝气。在动态膜生物反应区内,微生物在多维膜组件4上形成大量生物膜,污水经过多维膜组件4内的滤网的层层过滤进入内腔,水质得到净化,其中较大的颗粒物被外层大孔径滤网上的生物膜截流,微细的颗粒物和可溶性物质在内层滤网被滤过,从而大大提高净化效果。经过处理的污水由多维膜组件4内腔导管10通过床体1上的出水管9流出。污泥从排泥口5排出。当运行一段时间后,需要对多维膜组件4进行反冲洗时,关闭阀门6和阀门15,打开阀门14,进行反冲洗。Sewage enters the bed body 1 from the water inlet pipe 2, flows through the aeration area where the aeration pipe 8 is located, produces a large number of microorganisms, and then enters the dynamic membrane bioreaction area through the water distribution plate 3. When aeration,
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101481175B (en) * | 2009-02-17 | 2010-08-25 | 天津市天水环保设计工程有限公司 | V shaped groove type microgrid component capable of continuously on-line updating dynamic membrane and use method thereof |
| CN101481174B (en) * | 2009-02-10 | 2010-12-29 | 天津市天水环保设计工程有限公司 | V shaped groove type microgrid component capable of continuously on-line updating dynamic membrane and use method thereof |
| CN101554545B (en) * | 2009-04-14 | 2011-04-20 | 天津市天水环保设计工程有限公司 | Micro-net component with continuous mobile line-shaped backwash and distributed with shock absorption and application method thereof |
| CN102381754A (en) * | 2011-09-29 | 2012-03-21 | 同济大学 | Micro-net separating biological membrane process reinforced activated sludge method for removing ammonia nitrogen |
| CN103964635A (en) * | 2014-04-28 | 2014-08-06 | 中国建筑东北设计研究院有限公司 | Metal double-layered membrane bioreactor for sewage treating |
| CN104355401A (en) * | 2014-10-27 | 2015-02-18 | 浙江开创环保科技有限公司 | Integral composite membrane bioreactor device |
| CN104773815A (en) * | 2015-03-23 | 2015-07-15 | 厦门大学 | Method utilizing active carbon to control MBR membrane pollution |
| CN105152479A (en) * | 2015-09-09 | 2015-12-16 | 大连海事大学 | Modified granular activated carbon coupling membrane bioreactor and heavy metal-containing wastewater treatment method |
| CN112744986A (en) * | 2021-01-22 | 2021-05-04 | 云南朗润环境治理有限公司 | Sewage treatment device and method |
| CN117658319A (en) * | 2023-09-01 | 2024-03-08 | 上海城投污水处理有限公司 | An DMBR dynamic membrane module for anaerobic digestion of sludge |
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2008
- 2008-07-25 CN CNA2008101386422A patent/CN101323484A/en active Pending
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101481174B (en) * | 2009-02-10 | 2010-12-29 | 天津市天水环保设计工程有限公司 | V shaped groove type microgrid component capable of continuously on-line updating dynamic membrane and use method thereof |
| CN101481175B (en) * | 2009-02-17 | 2010-08-25 | 天津市天水环保设计工程有限公司 | V shaped groove type microgrid component capable of continuously on-line updating dynamic membrane and use method thereof |
| CN101554545B (en) * | 2009-04-14 | 2011-04-20 | 天津市天水环保设计工程有限公司 | Micro-net component with continuous mobile line-shaped backwash and distributed with shock absorption and application method thereof |
| CN102381754A (en) * | 2011-09-29 | 2012-03-21 | 同济大学 | Micro-net separating biological membrane process reinforced activated sludge method for removing ammonia nitrogen |
| CN103964635A (en) * | 2014-04-28 | 2014-08-06 | 中国建筑东北设计研究院有限公司 | Metal double-layered membrane bioreactor for sewage treating |
| CN103964635B (en) * | 2014-04-28 | 2015-10-28 | 中国建筑东北设计研究院有限公司 | A kind of metal bi membrane bioreactor of disposing of sewage |
| CN104355401A (en) * | 2014-10-27 | 2015-02-18 | 浙江开创环保科技有限公司 | Integral composite membrane bioreactor device |
| CN104773815A (en) * | 2015-03-23 | 2015-07-15 | 厦门大学 | Method utilizing active carbon to control MBR membrane pollution |
| CN105152479A (en) * | 2015-09-09 | 2015-12-16 | 大连海事大学 | Modified granular activated carbon coupling membrane bioreactor and heavy metal-containing wastewater treatment method |
| CN105152479B (en) * | 2015-09-09 | 2017-12-08 | 大连海事大学 | Modified granular activated carbon coupling membrane bioreactor and heavy metal-containing wastewater treatment method |
| CN112744986A (en) * | 2021-01-22 | 2021-05-04 | 云南朗润环境治理有限公司 | Sewage treatment device and method |
| CN117658319A (en) * | 2023-09-01 | 2024-03-08 | 上海城投污水处理有限公司 | An DMBR dynamic membrane module for anaerobic digestion of sludge |
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