CN101323484A - Nested Multidimensional Membrane Module Dynamic Membrane Bioreactor - Google Patents

Nested Multidimensional Membrane Module Dynamic Membrane Bioreactor Download PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
membrane
dimensional
multidimensional
bed body
aeration
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.)
Pending
Application number
CNA2008101386422A
Other languages
Chinese (zh)
Inventor
张成禄
张建
徐景涛
梁爽
包南
孙丰凯
史倩倩
李超
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong University
Original Assignee
Shandong University
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shandong University filed Critical Shandong University
Priority to CNA2008101386422A priority Critical patent/CN101323484A/en
Publication of CN101323484A publication Critical patent/CN101323484A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Landscapes

  • 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

嵌套式多维膜组件动态膜生物反应器 Nested Multidimensional Membrane Module Dynamic Membrane Bioreactor

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 valve 6 is installed on the connecting pipe; a mud outlet 5 is provided at the bottom of one side of the dynamic membrane bioreaction area of the bed body 1, and an outlet pipe 9 is arranged on the upper part, and a valve 15 is installed on the outlet pipe 9, and the outlet pipe 9 and A backwashing aeration pipe 13 is connected between the air compressors 7, and a valve 14 is installed on the backwashing aeration pipe 13 to realize backwashing of the multi-dimensional membrane module. Valves are installed on the water inlet pipe 2, the mud discharge port 5 and the water outlet pipe 9. The multi-dimensional membrane modules 4 are fixed at the bottom of the dynamic membrane bioreaction area in the bed body 1. The number of multi-dimensional membrane modules 4 set in the bed body 1 is determined according to the size of the bed body 1. In this embodiment, there are two sets of multi-dimensional membrane modules. The water outlet pipe 9 on the bed body 1 is connected with the conduit 10 in each group of multi-dimensional membrane modules.

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 filter screen 11, and the pore size of the filter screen on each frame from the inside to the outside increases sequentially, and fillers 12 are filled between two adjacent three-dimensional frames. In order to form a three-dimensional structure between the various layers of fillers to ensure the quality of the effluent. A conduit 10 is arranged in the inner cavity of the innermost frame, and the conduit 10 is connected with the water outlet pipe on the bed body 1 . The filler 12 is one or a mixture of hard fillers such as ceramsite, activated carbon, charcoal, stone, sand and concrete.

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 filter screen 11 can be made of stainless steel or engineering plastics. When the strength of the filter screen 11 was sufficient, the frame 16 could also directly be surrounded by the filter screen.

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, close valve 14, open valve 6, and carry out aeration. In the dynamic membrane bioreaction area, microorganisms form a large number of biofilms on the multi-dimensional membrane module 4, and the sewage is filtered through the layers of the filter screen in the multi-dimensional membrane module 4 into the inner cavity, and the water quality is purified, and the larger particles are removed by the outer layer. The biofilm on the large-pore filter screen intercepts the flow, and the fine particles and soluble substances are filtered through the inner filter screen, thereby greatly improving the purification effect. The treated sewage flows out through the outlet pipe 9 on the bed body 1 through the inner cavity conduit 10 of the multidimensional membrane module 4 . The sludge is discharged from the sludge outlet 5. After running for a period of time, when the multidimensional membrane module 4 needs to be backwashed, the valve 6 and the valve 15 are closed, and the valve 14 is opened for backwashing.

Claims (4)

1. nesting type multidimensional membrane assembly dynamic membrane bioreactor, comprise a body, aerated conduit and multidimensional membrane module, be divided into aeration zone and dynamic film bio reaction zone in the bed body, aeration zone one side of bed body is provided with water-in, the bottom is provided with aerated conduit, be provided with mud discharging mouth and rising pipe in dynamic film bio reaction zone one side, be connected with the back flushing aeration tube on the rising pipe, it is characterized in that: be fixed with one group of multidimensional membrane module at least in the bed body, every group of multidimensional membrane module is made up of the two-layer at least framework of about suit, each layer framework increases from the inside to the outside successively, the periphery of every layer of framework all is enclosed with filter screen, the aperture of each layer framework upper filter screen increases successively from the inside to the outside, and all be filled with filler in the slit between the adjacent two layers framework, be provided with conduit in the inner chamber of the inside framework, the conduit in every group of multidimensional membrane module all is connected with rising pipe on the body.
2. nesting type multidimensional membrane assembly dynamic membrane bioreactor according to claim 1 is characterized in that: described filler is a hard filler, is a kind of in haydite, gac, charcoal, stone, sand and the concrete body at least.
3. nesting type multidimensional membrane assembly dynamic membrane bioreactor according to claim 1 is characterized in that: the past more framework nexine of the volume of described filler particles is more little.
4. nesting type multidimensional membrane assembly dynamic membrane bioreactor according to claim 1 is characterized in that: described framework is any solid geometry shape.
CNA2008101386422A 2008-07-25 2008-07-25 Nested Multidimensional Membrane Module Dynamic Membrane Bioreactor Pending CN101323484A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2008101386422A CN101323484A (en) 2008-07-25 2008-07-25 Nested Multidimensional Membrane Module Dynamic Membrane Bioreactor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2008101386422A CN101323484A (en) 2008-07-25 2008-07-25 Nested Multidimensional Membrane Module Dynamic Membrane Bioreactor

Publications (1)

Publication Number Publication Date
CN101323484A true CN101323484A (en) 2008-12-17

Family

ID=40187215

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2008101386422A Pending CN101323484A (en) 2008-07-25 2008-07-25 Nested Multidimensional Membrane Module Dynamic Membrane Bioreactor

Country Status (1)

Country Link
CN (1) CN101323484A (en)

Cited By (10)

* Cited by examiner, † Cited by third party
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

Cited By (12)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN101323484A (en) Nested Multidimensional Membrane Module Dynamic Membrane Bioreactor
CN102417273A (en) Dynamic membrane purification reactor and method for removing ammonia nitrogen and organic matters in reclaimed water
CN101497476A (en) Anaerobic reactor
CN102092896B (en) A kind of dual-membrane type bio-reactor
CN204162570U (en) A kind of light electrolysis/aerobic/anaerobic/membrane filtration treatment unit
CN105347475B (en) A kind of symmetrical built-in anaerobic membrane bioreactor
CN102491500A (en) Layered oxygen-supply aeration bacteria filter
CN102976555A (en) Integrated air floatation-membrane bioreactor
CN202924871U (en) Integrated air flotation-membrane bioreactor
CN203946948U (en) Baf
CN202379803U (en) Staggered flow type aeration, sediment and filter device
CN101985374B (en) A kind of biological activated carbon filter with water inflow under aeration and water outflow in top
CN106731060A (en) Level stream sand filter and its water treatment technology
CN101514051B (en) A self-defilming biological carrier internal circulation filtration technology and its device
CN202046977U (en) Anaerobic-aerobic integrated reactor
CN213416588U (en) Denitrification filter tank with anthracite and quartz sand double-layer filter material
CN201056517Y (en) Multi-layer dynamic film waste water purifying device
CN104118965A (en) An anaerobic-aerobic/three-dimensional electro-catalysis coupled water purification system and water purification method
CN104529087B (en) A kind of sewage recycling, energy are processed into complete equipment and technique
CN202465364U (en) Compound type biological carbon filtering device
CN206553348U (en) A kind of level stream sand filter
CN205575883U (en) Domestic sewage treatment device
CN205501048U (en) Portable urgent water purification system of bioMF
CN202063796U (en) Three-dimensional top end gradation biological fluidized bed
CN202148220U (en) Closed aeration biological filter

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Open date: 20081217