CN204490602U - Complete set of sewage treatment equipment - Google Patents
Complete set of sewage treatment equipment Download PDFInfo
- Publication number
- CN204490602U CN204490602U CN201420850958.5U CN201420850958U CN204490602U CN 204490602 U CN204490602 U CN 204490602U CN 201420850958 U CN201420850958 U CN 201420850958U CN 204490602 U CN204490602 U CN 204490602U
- Authority
- CN
- China
- Prior art keywords
- curtain
- sewage treatment
- filler
- treatment equipment
- tank
- 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 - Fee Related
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 57
- 239000000945 filler Substances 0.000 claims abstract description 60
- 238000004062 sedimentation Methods 0.000 claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 19
- 238000012856 packing Methods 0.000 claims description 8
- 238000005276 aerator Methods 0.000 claims description 3
- 238000009958 sewing Methods 0.000 claims description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 13
- 229910052760 oxygen Inorganic materials 0.000 abstract description 13
- 239000001301 oxygen Substances 0.000 abstract description 13
- 238000004140 cleaning Methods 0.000 abstract description 10
- 239000010802 sludge Substances 0.000 abstract description 6
- 244000005700 microbiome Species 0.000 abstract description 3
- 238000001914 filtration Methods 0.000 abstract 3
- 230000014759 maintenance of location Effects 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 9
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 8
- 230000000694 effects Effects 0.000 description 8
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 4
- 229910052757 nitrogen Inorganic materials 0.000 description 4
- 229910052698 phosphorus Inorganic materials 0.000 description 4
- 239000011574 phosphorus Substances 0.000 description 4
- 238000005265 energy consumption Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
Description
技术领域 technical field
本实用新型涉及污水处理设备,尤其涉及多级处理污水设备中的生物填料装置。 The utility model relates to sewage treatment equipment, in particular to a biological filler device in multistage sewage treatment equipment.
背景技术 Background technique
污水处理最主要是靠微生物降解污染物,而现有的成套污水处理设备,一般采用的就是在池内安装弹性填料或组合填料,由于弹性填料纤维很粗,不易挂膜、比表面积小;组合填料虽然表面积较大,但容易结团大大减少了比表面积;存在微生物不易附着、数量少、且生物多样性不足等缺点,氨氮、总磷去除率低,受到低温等变化冲击时往往无法稳定达标,导致污水处理设备效能无法提高。 Sewage treatment mainly relies on microorganisms to degrade pollutants, and the existing complete sets of sewage treatment equipment generally use elastic fillers or combined fillers in the pool. Because the elastic filler fibers are very thick, it is not easy to form a film and has a small specific surface area; combined fillers Although the surface area is large, it is easy to agglomerate and greatly reduces the specific surface area; there are disadvantages such as difficult attachment of microorganisms, small number, and insufficient biodiversity. As a result, the efficiency of sewage treatment equipment cannot be improved.
实用新型内容 Utility model content
鉴于存在以上问题,本实用新型,提供了一种成套污水处理设备,具有氮磷去除率高、冲击负荷能力强、停留时间短、沉淀效果好、能耗低、污泥量少等优点,从而在污水处理设备容积相同的情况下比传统的污水处理量可提高很多,效率提升、造价降低。 In view of the above problems, the utility model provides a complete set of sewage treatment equipment, which has the advantages of high nitrogen and phosphorus removal rate, strong impact load capacity, short residence time, good sedimentation effect, low energy consumption, and less sludge volume. In the case of the same volume of sewage treatment equipment, compared with the traditional sewage treatment capacity, the efficiency can be improved and the cost can be reduced.
本实用新型的技术方案是:一种成套污水处理设备,包括好氧池以及厌氧滤池,其特征在于,所述好氧池为多级,分别是一级好氧池、二级好氧池,所述厌氧滤池位于好氧池前端,与好氧池相连的是竖流式沉淀池,所述竖流式沉淀池内安装有飘带式挂帘填料,所述厌氧滤池内安装有折流式挂帘填料,所述好氧池内安装有挂帘填料。本技术方案通过好氧池以及厌氧滤池的处理并在比表面积大、生物多样性强的挂帘填料作用下,具有氮磷去除率高、冲击负荷能力强、停留时间短、沉淀效果好、能耗低、污泥量少等优点,从而在污水处理设备容积相同的情况下比传统的污水处理量可提高很多,效率提升、造价降低。完全能够达到充分的净化污水的效果,并且挂帘填料以及飘带式挂帘填料在处理过程需氧量比传统的处理方式要低,且沉淀的污泥较少。从而可以延长污水处理设备的清理时间,减少清理次数,在更换清洗方面提高了效率的同时也提高了污水处理能力,比传统的污水处理能力提高了很多;并且,折流式挂帘填料大大提高折流式厌氧生物反应器的运行效率,并且降低了工料及时间成本。 The technical scheme of the utility model is: a complete set of sewage treatment equipment, including an aerobic pool and an anaerobic filter, characterized in that the aerobic pool is multi-stage, which are respectively a primary aerobic pool and a secondary aerobic filter. pool, the anaerobic filter is located at the front end of the aerobic pool, connected to the aerobic pool is a vertical flow sedimentation tank, the vertical flow sedimentation tank is equipped with ribbon-type curtain filler, and the anaerobic filter is installed There is a baffle type curtain filler, and the aerobic pool is equipped with a curtain filler. This technical solution has high nitrogen and phosphorus removal rate, strong impact load capacity, short residence time and good sedimentation effect through the treatment of aerobic tank and anaerobic filter tank and under the action of curtain filler with large specific surface area and strong biodiversity. , low energy consumption, and less sludge volume, etc., so that in the case of the same volume of sewage treatment equipment, it can greatly increase the amount of sewage treatment compared with traditional sewage, improve efficiency and reduce cost. It can fully achieve the effect of fully purifying sewage, and the oxygen demand of curtain filler and streamer-type curtain filler is lower than that of traditional treatment methods during the treatment process, and less sludge is deposited. In this way, the cleaning time of sewage treatment equipment can be extended, the number of cleaning can be reduced, the efficiency of replacement and cleaning has been improved, and the sewage treatment capacity has also been improved, which is much higher than the traditional sewage treatment capacity; moreover, the baffled curtain filler has greatly improved The operating efficiency of the baffled anaerobic bioreactor is improved, and the cost of materials and time is reduced.
进一步,在所述好氧池里设置有与风机相连接的气管,所述气管延伸在好氧池内,并设置有与气管相连的微孔曝气器。本技术方案的优点是通过风机与气管相连,将空气送往二级好氧池内,向其内提供氧气,提高污水处理效果。 Further, an air pipe connected with a fan is provided in the aerobic pool, and the air pipe extends in the aerobic pool, and a microporous aerator connected with the air pipe is provided. The advantage of this technical solution is that the fan is connected with the air pipe, and the air is sent to the secondary aerobic pool, and oxygen is provided therein, so as to improve the effect of sewage treatment.
进一步,在好氧池与竖流式沉淀池之间设置有水管,水管一端设置在好氧池的水平面但完全淹没在水中,水管另一端位于竖流式沉淀池的底端。本技术方案的优点是将处理过的相对比较干净的水送往三级池低端,使得三级池能够对其进行充分的处理,进一步提高处理污水的质量。 Further, a water pipe is provided between the aerobic tank and the vertical flow sedimentation tank, one end of the water pipe is set at the level of the aerobic tank but completely submerged in water, and the other end of the water pipe is located at the bottom of the vertical flow sedimentation tank. The advantage of this technical solution is that the treated relatively clean water is sent to the lower end of the tertiary pool, so that the tertiary pool can fully treat it and further improve the quality of treated sewage.
进一步,所述好氧池与厌氧滤池内的挂帘填料上下两端设置有固定连接带,上端固定连接带可以容纳轴类支撑物体通过,下端固定连接带上设置有孔,便于多个挂帘填料之间连接。本技术方案安装挂帘填料方便快捷,提高更换或清洗效率的同时提高了处理污水的效率。 Further, the upper and lower ends of the curtain filler in the aerobic pool and the anaerobic filter are provided with fixed connection belts, the upper fixed connection belt can accommodate shaft-type supporting objects to pass through, and the lower end fixed connection belt is provided with holes, which is convenient for multiple Connection between curtain fillers. The technical scheme is convenient and quick to install the hanging curtain filler, improves the replacement or cleaning efficiency and improves the efficiency of sewage treatment at the same time.
进一步,所述挂帘填料的中间部分分别被均匀的从左向右开设有竖直长条缝隙,从而使挂帘填料形成挂帘飘带。本技术方案使得挂帘填料过水能力提高的同时有效进行污水处理。 Further, the middle part of the curtain filler is uniformly opened with vertical long gaps from left to right, so that the curtain filler forms a curtain ribbon. The technical scheme improves the water passing capacity of the curtain filler and effectively carries out sewage treatment at the same time.
进一步,所述飘带式挂帘填料由飘带以及挂帘填料组成,所述飘带固定安装在挂帘填料的两侧且在两侧呈上下错位的方式固定在挂帘填料上。本技术方案充分利用飘带式以及挂帘填料对污水进行处理,提高处理污水能力,达到进一步净化污水的效果。 Further, the streamer-type curtain packing is composed of a streamer and a curtain packing, and the streamer is fixedly installed on both sides of the curtain packing and fixed on the curtain packing in a vertically dislocated manner on both sides. The technical scheme makes full use of the streamer type and the curtain filler to treat the sewage, improves the sewage treatment capacity, and achieves the effect of further purifying the sewage.
进一步,所述飘带通过粘贴或者缝纫的方式固定在挂帘填料上。本技术方案结构简单,固定方式快捷。 Further, the ribbon is fixed on the curtain filler by pasting or sewing. The technical scheme has a simple structure and a fast fixing method.
有益效果Beneficial effect
本实用新型的有益效果是:本成套污水处理设备通过厌氧滤池以及好氧池的处理并在比表面积大、生物多样性强的挂帘填料作用下,具有氮磷去除率高、冲击负荷能力强、停留时间短、沉淀效果好、能耗低、污泥量少等优点,从而在污水处理设备容积相同的情况下比传统的污水处理量可提高很多,效率提升、造价降低。 The beneficial effects of the utility model are: the complete set of sewage treatment equipment has high nitrogen and phosphorus removal rate, high impact load and high nitrogen and phosphorus removal rate through the treatment of anaerobic filter tank and aerobic pool and under the action of hanging curtain filler with large specific surface area and strong biodiversity. It has the advantages of strong capacity, short residence time, good sedimentation effect, low energy consumption, and less sludge volume, so that the volume of sewage treatment equipment can be much higher than that of traditional sewage treatment, and the efficiency is improved and the cost is reduced.
附图说明 Description of drawings
图1是本实用新型中污水处理设备的结构示意图。 Fig. 1 is a structural schematic diagram of sewage treatment equipment in the utility model.
图2是本实用新型的挂帘填料结构示意图。 Fig. 2 is a structural schematic diagram of the curtain filler of the present invention.
具体实施方式 Detailed ways
作为本实用新型的一种实施方式,如图1、2所示,一种成套污水处理设备,包括好氧池以及厌氧滤池1,所述好氧池为多级,分别是一级好氧池2、二级好氧池10及竖流式沉淀池8,在所述一级好氧池2、二级好氧池10内分别安装有挂帘填料,在竖流式沉淀池8内安装有飘带式挂帘填料,厌氧滤池位于好氧池前端,在厌氧滤池内安装有折流式挂帘填料,折流式挂帘填料以上下错位安装的方式安装在厌氧池内,位于上端挂帘填料上端超出或与水平面齐平,位于下端的挂帘填料下端位于厌氧池底部;折流式挂帘填料能够对污水进行充分的初处理,在厌氧滤池与好氧池之间设置有水开关,当厌氧滤池内的污水在厌氧滤池内以及挂帘填料处理完成后通过水开关进入好氧池内,通过好氧池内多级的处理后进入竖流式沉淀池8,然后在飘带式以及挂帘填料的作用下,完成净化。其通过厌氧滤池以及好氧池的处理并在具有吸附能力强的挂帘填料作用下,完全能够达到充分的净化污水的效果,并且挂帘填料以及飘带式挂帘填料在处理过程需氧量比传统的处理方式要低,且沉淀的污泥较少。从而可以延长污水处理设备的清理时间,减少清理次数,在更换清洗方面提高了效率的同时也提高了污水处理能力,传统的污水处理能力提高了很多,折流式挂帘填料大大提高折流式厌氧生物反应器的运行效率,并且降低了工料及时间成本。 As an embodiment of the present utility model, as shown in Figures 1 and 2, a complete set of sewage treatment equipment includes an aerobic pool and an anaerobic filter 1. The aerobic pool is multi-stage, respectively Oxygen tank 2, secondary aerobic tank 10 and vertical flow sedimentation tank 8, curtain fillers are installed respectively in described primary aerobic tank 2, secondary aerobic tank 10, in vertical flow sedimentation tank 8 Ribbon-type hanging curtain packing is installed, and the anaerobic filter is located at the front end of the aerobic pool, and baffle-type hanging curtain packing is installed in the anaerobic filter tank, and the baffle-type hanging curtain packing is installed in the anaerobic pool by dislocation installation up and down , the upper end of the curtain filler located at the upper end exceeds or is flush with the water level, and the lower end of the curtain filler located at the lower end is located at the bottom of the anaerobic tank; the deflected curtain filler can fully treat the sewage, and it can be used in the anaerobic filter tank and the aerobic tank. There is a water switch between the pools. When the sewage in the anaerobic filter is treated in the anaerobic filter and the curtain filler, it enters the aerobic pool through the water switch, and enters the vertical flow sedimentation after multi-stage treatment in the aerobic pool. Pool 8, then completes the purification under the action of streamers and curtain fillers. Through the treatment of anaerobic filter and aerobic pool and under the action of curtain filler with strong adsorption capacity, it can completely achieve the effect of fully purifying sewage, and the curtain filler and streamer-type curtain filler need oxygen during the treatment process. The amount is lower than traditional treatment methods, and less sludge is deposited. In this way, the cleaning time of sewage treatment equipment can be extended, the number of cleaning can be reduced, the efficiency of replacement and cleaning has been improved, and the sewage treatment capacity has also been improved. The traditional sewage treatment capacity has been improved a lot, and the baffle type curtain filler has greatly improved The operating efficiency of the anaerobic bioreactor is improved, and the cost of materials and time is reduced.
本实施例中,在所述好氧池内设置有与风机9相连接的气管3,所述气管3延伸在好氧池内,并在好氧池内设置有与气管相连的微孔曝气器。该结构主要是向好氧池内提供氧气,提高其处理污水能力。 In this embodiment, an air pipe 3 connected to a fan 9 is provided in the aerobic pool, the air pipe 3 extends in the aerobic pool, and a microporous aerator connected to the air pipe is provided in the aerobic pool. The structure is mainly to provide oxygen to the aerobic pool to improve its sewage treatment capacity.
本实施例中,在好氧池与竖流式沉淀池8之间设置有水管7,水管一端设置在好氧池的水平面但完全淹没在水中,水管另一端位于竖流式沉淀池的底端。本技术方案的优点是将处理过的相对比较干净的水送往竖流式沉淀池内,使得竖流式沉淀池内能够对其进行充分的处理,进一步提高处理污水的质量。 In this embodiment, a water pipe 7 is arranged between the aerobic tank and the vertical flow sedimentation tank 8, one end of the water pipe is set at the level of the aerobic tank but completely submerged in water, and the other end of the water pipe is located at the bottom of the vertical flow sedimentation tank . The advantage of this technical solution is that the treated relatively clean water is sent to the vertical flow sedimentation tank, so that it can be fully treated in the vertical flow sedimentation tank, and the quality of treated sewage is further improved.
本实施例中:如图2所示,所述好氧池内的挂帘填料上下两端设置有固定连接带,上端固定连接带4可以容纳轴类支撑物体通过,下端固定连接带上设置有孔5,便于多个挂帘填料之间连接。本技术方案安装挂帘填料方便快捷,提高更换或清洗效率的同时提高了处理污水的效率。 In this embodiment: as shown in Figure 2, the upper and lower ends of the curtain filler in the aerobic pool are provided with fixed connecting belts, the upper fixed connecting belt 4 can accommodate shaft-type supporting objects to pass through, and the lower fixed connecting belt is provided with holes 5. It is convenient to connect multiple curtain fillers. The technical scheme is convenient and quick to install the hanging curtain filler, improves the replacement or cleaning efficiency and improves the efficiency of sewage treatment at the same time.
本实施例中:如图2所示,所述挂帘填料的中间部分分别被均匀的从左向右开设有竖直长条缝隙6,从而使挂帘填料形成挂帘飘带。本技术方案使得挂帘填料过水能力提高的同时有效进行污水处理。 In this embodiment: as shown in FIG. 2 , the middle part of the curtain filler is uniformly opened with vertical strips 6 from left to right, so that the curtain filler forms a curtain ribbon. The technical scheme improves the water passing capacity of the curtain filler and effectively carries out sewage treatment at the same time.
本实施例中:如图1、2所示,所述飘带式挂帘填料由飘带以及挂帘填料组成,所述飘带固定安装在挂帘填料的两侧且在两侧呈上下错位的方式固定在挂帘填料上。本技术方案充分利用飘带式以及挂帘填料对污水进行处理,提高处理污水能力,达到进一步净化污水的效果。 In this embodiment: as shown in Figures 1 and 2, the streamer-type curtain filler is composed of a streamer and a curtain filler, and the streamer is fixedly installed on both sides of the curtain filler and fixed on both sides in a manner of dislocation up and down On the curtain filler. The technical scheme makes full use of the streamer type and the curtain filler to treat the sewage, improves the sewage treatment capacity, and achieves the effect of further purifying the sewage.
本实施例中:所述飘带通过粘贴或者缝纫的方式固定在挂帘填料上。本技术方案结构简单,固定方式快捷。当然还可以在飘带两侧设置孔与挂帘填料两侧设置的孔相对通过铆钉铆接也可以,通过铆接连接固定牢靠也快捷。对于安装飘带式快速简洁,当然还有其他的固定方式,在这里就不列举了。 In this embodiment: the ribbon is fixed on the curtain filler by pasting or sewing. The technical scheme has a simple structure and a fast fixing method. Of course, holes can also be provided on both sides of the streamer and the holes provided on both sides of the curtain filler can be riveted relatively by rivets, and the connection by riveting is fast and fast. For the fast and simple installation of the streamer, of course there are other fixing methods, which will not be listed here.
本实施例中,当污水处理设备在地面不加盖时挂帘填料可以用框架式的,便于在运行中更换,提高污水处理效率以及缩短处理时间。 In this embodiment, when the sewage treatment equipment is not covered on the ground, the hanging curtain filler can be framed, which is convenient for replacement during operation, improves sewage treatment efficiency and shortens treatment time.
以上对本实用新型所提供的一种成套污水处理设备进行了详尽介绍,本文中应用了具体个例对本实用新型的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本实用新型的方法及其核心思想;同时,对于本领域的一般技术人员,依据本实用新型的思想,在具体实施方式及应用范围上均会有改变之处,综上所述,本说明书内容不应理解为对本实用新型的限制。对本实用新型的变更和改进将是可能的,而不会超出附加权利要求可规定的构思和范围。 The above is a detailed introduction to a complete set of sewage treatment equipment provided by the utility model. In this paper, specific examples are used to illustrate the principle and implementation of the utility model. The description of the above examples is only used to help understand the utility model. method and its core idea; at the same time, for those of ordinary skill in the art, according to the idea of the utility model, there will be changes in the specific implementation and scope of application. In summary, the contents of this specification should not be understood To limit the utility model. Variations and improvements to the invention will be possible without departing from the spirit and scope of the appended claims.
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420850958.5U CN204490602U (en) | 2014-12-30 | 2014-12-30 | Complete set of sewage treatment equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420850958.5U CN204490602U (en) | 2014-12-30 | 2014-12-30 | Complete set of sewage treatment equipment |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204490602U true CN204490602U (en) | 2015-07-22 |
Family
ID=53569890
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420850958.5U Expired - Fee Related CN204490602U (en) | 2014-12-30 | 2014-12-30 | Complete set of sewage treatment equipment |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204490602U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105693022A (en) * | 2016-03-02 | 2016-06-22 | 北京农业生物技术研究中心 | Hanging curtain type biological filtering pool and application thereof to recirculating aquaculture |
CN109052632A (en) * | 2018-10-11 | 2018-12-21 | 彭旭成 | Urban sewage treating device |
CN112430899A (en) * | 2020-11-12 | 2021-03-02 | 重庆干城环保科技有限公司 | Preparation method of high-molecular porous particle biological filter material |
CN120058195A (en) * | 2025-04-30 | 2025-05-30 | 山东飞洋环境工程有限公司 | A water treatment device based on biological streamers |
CN120058195B (en) * | 2025-04-30 | 2025-08-01 | 山东飞洋环境工程有限公司 | Water treatment facilities based on biological ribbon |
-
2014
- 2014-12-30 CN CN201420850958.5U patent/CN204490602U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105693022A (en) * | 2016-03-02 | 2016-06-22 | 北京农业生物技术研究中心 | Hanging curtain type biological filtering pool and application thereof to recirculating aquaculture |
CN109052632A (en) * | 2018-10-11 | 2018-12-21 | 彭旭成 | Urban sewage treating device |
CN112430899A (en) * | 2020-11-12 | 2021-03-02 | 重庆干城环保科技有限公司 | Preparation method of high-molecular porous particle biological filter material |
CN120058195A (en) * | 2025-04-30 | 2025-05-30 | 山东飞洋环境工程有限公司 | A water treatment device based on biological streamers |
CN120058195B (en) * | 2025-04-30 | 2025-08-01 | 山东飞洋环境工程有限公司 | Water treatment facilities based on biological ribbon |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102642922A (en) | External anaerobic membrane bioreactor | |
CN213112940U (en) | Domestic sewage treatment system | |
CN106396080B (en) | A biofilm pretreatment device suitable for purification of polluted raw water | |
CN204490602U (en) | Complete set of sewage treatment equipment | |
CN205527993U (en) | Good oxygen integrated reactor of anaerobism | |
CN202054660U (en) | Immersed flat plate filter membrane element for membrane bioreactor | |
CN204074618U (en) | A kind of ultrasonic cleaning equipment based on circulating water saving | |
CN202643409U (en) | Novel aeration structure of membrane biological reactor (MBR) | |
CN202610021U (en) | External anaerobic membrane bioreactor | |
CN104876327B (en) | Folded plate membrane assembly for retarding membrane pollution in membrane bioreactor | |
CN207002434U (en) | A kind of sanitary sewage pretreatment system | |
CN109368967B (en) | A sludge storage tank | |
CN204529457U (en) | A kind of biological fluidized bed | |
CN206437923U (en) | The water treatment system that a kind of double-layered flat membrane is combined with aerator | |
CN206014497U (en) | A kind of Drain contamination for river channel mouth sewage-treatment plant | |
CN210559962U (en) | Rural domestic sewage's processing system | |
CN204752312U (en) | Up -flow anaerobic sludge blanket filtering pond | |
CN205442762U (en) | Light biological filter | |
CN204874167U (en) | Treatment of domestic sewage recycles device | |
CN201626905U (en) | A Submerged Membrane Box for Membrane Bioreactor | |
CN210559963U (en) | Energy-efficient sewage treatment system | |
CN202246243U (en) | Novel MBR (Membrane Biological Reactor) membrane assembly of low-negative pressure suction structure | |
CN103224287A (en) | Device and method for treating organic wastewater by using hydraulic jet circulating anaerobic biofilter | |
CN204281414U (en) | Integration MBR waste disposal plant | |
CN207769563U (en) | A kind of plate film assembly |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150722 Termination date: 20171230 |
|
CF01 | Termination of patent right due to non-payment of annual fee |