[go: up one dir, main page]

CN206799250U - Opel oxidation ditch and the sewage disposal system of biological floating bed combination - Google Patents

Opel oxidation ditch and the sewage disposal system of biological floating bed combination Download PDF

Info

Publication number
CN206799250U
CN206799250U CN201720289617.9U CN201720289617U CN206799250U CN 206799250 U CN206799250 U CN 206799250U CN 201720289617 U CN201720289617 U CN 201720289617U CN 206799250 U CN206799250 U CN 206799250U
Authority
CN
China
Prior art keywords
floating bed
ecological floating
oxidation ditch
aubert
treatment system
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
Application number
CN201720289617.9U
Other languages
Chinese (zh)
Inventor
张妮
万蕾
段振宇
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.)
Xuzhou University of Technology
Original Assignee
Xuzhou University of Technology
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 Xuzhou University of Technology filed Critical Xuzhou University of Technology
Priority to CN201720289617.9U priority Critical patent/CN206799250U/en
Application granted granted Critical
Publication of CN206799250U publication Critical patent/CN206799250U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

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)

Abstract

本实用新型涉及一种基于奥贝尔氧化沟与生态浮床结合的污水处理系统。包括具有污水进出口的由三个同心圆沟道组成的奥贝尔氧化沟和生态浮床池。浮床池中的生态浮床由连接扣相连,依次连接至少2个浮床。所述的生态浮床包括填料、植物和种植框。预处理的污水先流经奥贝尔氧化沟,去除部分有机物、氮、磷等,同时增加水中的溶解氧。经过氧化沟处理的污水进入生态浮床池中,在大型水生植物和微生物的共同作用下,污染物得到进一步去除。氧化沟与生态浮床的有效组合可以减少占地面积,同时提高污染物的去除效率。本实用新型适用于城市生活污水的处理。

The utility model relates to a sewage treatment system based on the combination of Obel oxidation ditch and ecological floating bed. It includes the Aubert oxidation ditch and the ecological floating bed pond which are composed of three concentric circular channels with sewage inlet and outlet. The ecological floating beds in the floating bed pool are connected by connecting buckles, and at least two floating beds are connected in sequence. The ecological floating bed includes fillers, plants and planting frames. The pretreated sewage first flows through the Aubert oxidation ditch to remove some organic matter, nitrogen, phosphorus, etc., while increasing the dissolved oxygen in the water. The sewage treated by the oxidation ditch enters the ecological floating bed pool, and the pollutants are further removed under the joint action of large aquatic plants and microorganisms. The effective combination of oxidation ditch and ecological floating bed can reduce the occupied area while improving the removal efficiency of pollutants. The utility model is suitable for the treatment of urban domestic sewage.

Description

奥贝尔氧化沟与生态浮床结合的污水处理系统Sewage Treatment System Combining Aubert Oxidation Ditch and Ecological Floating Bed

技术领域technical field

本实用新型属于环境保护领域,涉及一种污水处理系统,具体涉及一种奥贝尔氧化沟与生态浮床结合的污水处理系统。The utility model belongs to the field of environmental protection and relates to a sewage treatment system, in particular to a sewage treatment system combined with an Aubert oxidation ditch and an ecological floating bed.

背景技术Background technique

近几年来,水体富营养化日趋严重,对出水氮磷含量的要求不断提高。根据《城镇污水处理厂污染物排放标准GB8978-2002》,总氮一级A标准为15mg/l,一级B为20mg/l,总磷一级A标准为0.5mg/l,一级B为1mg/l。水体污染愈发严重,对污染水体的治理迫在眉睫。In recent years, the eutrophication of water body has become increasingly serious, and the requirements for nitrogen and phosphorus content in effluent have been continuously increased. According to "Pollutant Discharge Standards for Urban Sewage Treatment Plants GB8978-2002", the level A standard for total nitrogen is 15 mg/l, the level B is 20 mg/l, the level A standard for total phosphorus is 0.5 mg/l, and the level B is 0.5 mg/l. 1mg/l. Water pollution is becoming more and more serious, and the treatment of polluted water is imminent.

在现有技术中,常用的有传统式氧化沟,它是一种首尾相连的循环流曝气沟渠,又称循环曝气池。氧化沟具有较长的水力停留时间,较低的有机负荷和较长的污泥龄等优点。但其也有一些缺点,当废水中的碳水化合物较多,N、P含量不平衡,pH值偏低,氧化沟中污泥负荷过高,溶解氧不足,排泥不畅等易引发丝状菌性污泥膨胀;非丝状菌性污泥膨胀主要发生在废水水温较低而污泥负荷较高时,当微生物的负荷高,细菌吸取了大量营养物质,由于温度低,代谢速度较慢,积贮起大量高粘性的多糖类物质,使活性污泥的表面附着水大大增加,SVI值很高,形成污泥膨胀。也有采用生态浮床进行污水处理,如中国发明专利申请公开了“立体型生态浮床及其净水方法”,该装置能显著提高水质改善效果,特别是难降解污染物的净化效果。且浮床进水采用散水方式,不需要另加曝气增氧装置,就能为水生动物提供良好的生境。但是其只采用生态浮床的方法进行水体脱氮强化修复,对于BOD浓度较低的污水不能很好的进行处理。In the prior art, the traditional oxidation ditch is commonly used, which is a kind of circulating flow aeration ditch connected end to end, also known as a circulating aeration tank. Oxidation ditch has the advantages of longer hydraulic retention time, lower organic load and longer sludge age. But it also has some disadvantages. When there are more carbohydrates in the wastewater, the N and P contents are unbalanced, the pH value is low, the sludge load in the oxidation ditch is too high, the dissolved oxygen is insufficient, and the sludge is not discharged smoothly, it is easy to cause filamentous bacteria. Sludge bulking; non-filamentous fungal sludge bulking mainly occurs when the wastewater temperature is low and the sludge load is high. When the microbial load is high, the bacteria absorb a large amount of nutrients. Due to the low temperature, the metabolic rate is slow, A large amount of highly viscous polysaccharides are accumulated, which greatly increases the attached water on the surface of activated sludge, and the SVI value is very high, forming sludge bulking. Ecological floating beds are also used for sewage treatment. For example, the Chinese invention patent application discloses a "three-dimensional ecological floating bed and its water purification method". This device can significantly improve the water quality improvement effect, especially the purification effect of refractory pollutants. In addition, the floating bed adopts the method of scattered water, which can provide a good habitat for aquatic animals without additional aeration and oxygenation devices. However, it only uses the method of ecological floating bed to strengthen the restoration of water body denitrification, and it cannot treat the sewage with low BOD concentration well.

因此,研究一种奥贝尔氧化沟与生态浮床结合的污水处理系统是非常有价值的。Therefore, it is very valuable to study a sewage treatment system that combines Auberge oxidation ditch with ecological floating bed.

实用新型内容Utility model content

本实用新型要解决的技术问题是提供一种奥贝尔氧化沟与生态浮床结合的污水处理系统。采用奥贝尔氧化沟和生态浮床结合的污水处理系统不但能够最大程度的集约土地资源而且还可以提高污水的处理效果。The technical problem to be solved by the utility model is to provide a sewage treatment system which combines the Aubert oxidation ditch and the ecological floating bed. The sewage treatment system using the combination of Aubert oxidation ditch and ecological floating bed can not only save land resources to the greatest extent, but also improve the treatment effect of sewage.

为解决上述技术问题,本实用新型所采用的技术方案如下:In order to solve the problems of the technologies described above, the technical scheme adopted in the utility model is as follows:

一种奥贝尔氧化沟与生态浮床结合的污水处理系统,包括具有污水进出口的由三个同心圆沟道组成的奥贝尔氧化沟和生态浮床池,预处理的污水在奥贝尔氧化沟中处理后流入生态浮床池中进一步净化,浮床池中的生态浮床由挂钩相连,依次连接至少2个浮床,所述的生态浮床包括填料、植物和种植框。A sewage treatment system combining Aubert oxidation ditch and ecological floating bed, including Aubert oxidation ditch composed of three concentric circular channels with sewage inlet and outlet and ecological floating bed pool, pretreated sewage is treated in Auber oxidation ditch After flowing into the ecological floating bed pool for further purification, the ecological floating beds in the floating bed pool are connected by hooks, and at least two floating beds are connected in turn, and the ecological floating beds include fillers, plants and planting frames.

作为优选,所述的奥贝尔氧化沟将曝气和沉淀集于一体。Preferably, the Obel oxidation ditch integrates aeration and sedimentation.

作为优选,所述的生态浮床池体为圆柱形,池底为圆锥形,具有进水渠和排泥管,利用重力沉降作用去除污泥。As a preference, the ecological floating bed pool body is cylindrical, the bottom of the pool is conical, has a water inlet channel and a mud discharge pipe, and uses gravity sedimentation to remove sludge.

作为优选,所述管道上均设有阀门。Preferably, the pipelines are all provided with valves.

作为优选,所述的浮床床体材料选用成型环保聚乙烯材料,种植框的材质为聚苯乙烯。As a preference, the bed body of the floating bed is made of molded environment-friendly polyethylene material, and the planting frame is made of polystyrene.

作为优选,所述的填料可为活性炭、陶粒或者球形悬浮填料。Preferably, the filler can be activated carbon, ceramsite or spherical suspended filler.

作为优选,所种植的水生植物为挺水植物水芹、菖蒲及空心菜等。Preferably, the planted aquatic plants are emergent plants such as cress, calamus and water spinach.

作为优选,所种植的挺水植物的密度为18株/m2Preferably, the density of the planted emergent plants is 18 plants/m 2 .

由于采用了上述的技术方案,本实用新型与现有技术相比,所取得的技术进步在于本实用新型采用奥贝尔氧化沟和生态浮床结合的污水处理系统,不但可以最大程度的节约土地资源,还能够提高污水的处理效果。其中奥贝尔氧化沟集曝气沉淀与一体。污水先流经奥贝尔氧化沟,其中的COD、BOD、TN、TP等在奥贝尔氧化沟中的同步硝化反硝化过程中初步吸收去除,通过曝气,增加了水体中的溶解氧量。生态浮床利用大型水生植物在生长过程中能够对氮、磷等元素进行吸收的特点,并且植物的根系具有巨大的比表面积,能为水体中的微生物提供较好的吸附载体,形成生物膜载体,能够很好的对水体中的悬浮物质进行吸附,而且植物根系还能够富集水体中的一系列的重金属元素和有机污染物,最终在植物生长成熟之后,将植物搬离水体,使水体中的污染物大幅度减少,水质得到改善,从而为水生生物的生存、繁衍创造生态环境条件,为修复水生生态系统提供可能。Due to the adoption of the above-mentioned technical scheme, the technical progress of the utility model compared with the prior art is that the utility model adopts the sewage treatment system combined with the Aubert oxidation ditch and the ecological floating bed, which not only can save land resources to the greatest extent, It can also improve the treatment effect of sewage. Among them, the Aubert oxidation ditch integrates aeration and sedimentation. The sewage first flows through the Aubert oxidation ditch, where COD, BOD, TN, TP, etc. are initially absorbed and removed during the synchronous nitrification and denitrification process in the Aubert oxidation ditch, and the dissolved oxygen in the water is increased through aeration. The ecological floating bed utilizes the characteristics that large aquatic plants can absorb nitrogen, phosphorus and other elements during the growth process, and the root system of the plant has a huge specific surface area, which can provide a good adsorption carrier for microorganisms in the water body and form a biofilm carrier. It can well adsorb the suspended matter in the water body, and the plant root system can also enrich a series of heavy metal elements and organic pollutants in the water body. Finally, after the plant grows and matures, the plant is removed from the water body to make the water body Pollutants are greatly reduced, and water quality is improved, thus creating ecological environment conditions for the survival and reproduction of aquatic organisms, and making it possible to restore aquatic ecosystems.

本实用新型所采用的污水处理系统全程不添加任何化学药剂,利用物理吸附和生物作用城市生活污水的净化。并且该系统易于维护,整体材料的选择具有多样性。可选用环保聚乙烯材料,取材方便;整体易于拆装且协调性较好;其中的净水滤料层的选择也便于取材,更易于大规模推广。The sewage treatment system adopted by the utility model does not add any chemical agents in the whole process, and utilizes physical adsorption and biological action to purify urban domestic sewage. And the system is easy to maintain, and the overall material selection is diverse. The environmentally friendly polyethylene material can be used, which is convenient to obtain materials; the whole is easy to disassemble and assemble and has good coordination; the selection of the water purification filter layer is also easy to obtain materials, and is easier to promote on a large scale.

本实用新型适用于城市污水在排入河道前的污水处理。The utility model is suitable for sewage treatment of urban sewage before being discharged into river courses.

本实用新型下面将结合说明书附图与具体实施例作进一步详细说明。The utility model will be further described in detail in conjunction with the accompanying drawings and specific embodiments below.

附图说明Description of drawings

图1为奥贝尔氧化沟的俯视图Figure 1 is a top view of the Auber oxidation ditch

图2为生态浮床的俯视图Figure 2 is a top view of the ecological floating bed

图3为该生态浮床植物种植框结构示意图Fig. 3 is the structural schematic diagram of planting frame of this ecological floating bed plant

图4为该生态浮床池的剖面图Fig. 4 is the sectional view of this ecological floating bed pool

图中:1—奥贝尔氧化沟外沟,2—中沟,3—内沟,4—中心岛,5—生态浮床池,6—曝气转碟,7—生态浮床,8—种植孔,9—挂钩连接孔,10—浮床床体,11—填料,12—挺水植物,13—浮床池进水渠,14—排泥管In the figure: 1—outer ditch of Auber oxidation ditch, 2—middle ditch, 3—inner ditch, 4—center island, 5—ecological floating bed pool, 6—aeration disc, 7—ecological floating bed, 8—planting hole, 9—hook connection hole, 10—floating bed body, 11—filler, 12—emergent plants, 13—inlet channel of floating bed pool, 14—silt discharge pipe

具体实施方式detailed description

如图1所示,一种奥贝尔氧化沟与生态浮床结合的污水处理系统,它由污水进出口并集曝气沉淀与一体的奥贝尔氧化沟和生态浮床池组成。污水从奥贝尔氧化沟外沟进入,依次进入中沟道和内沟道,循环流动后经中心岛的可调堰门流入生态浮床池中。As shown in Figure 1, a sewage treatment system combining Aubert oxidation ditch and ecological floating bed, it is composed of Aubert oxidation ditch and ecological floating bed pond with sewage inlet and outlet, aeration and sedimentation integrated. Sewage enters from the outer ditch of Auber Oxidation Ditch, enters the middle ditch and the inner ditch in turn, and flows into the ecological floating bed pool through the adjustable weir gate of the central island after circulating.

如图2所示,生态浮床包括填料、植物和种植框。生态浮床的种植框上层为挺水植物,下层为填料。浮床之间由挂钩连接,浮床床体材料选用成型环保聚乙烯材料,种植框的材质为聚苯乙烯,做成花盆的形状,上缘卡在浮床床体种植孔上,内部填充填料。浮床边缘采用牵引绳固定在池壁上。As shown in Figure 2, the ecological floating bed includes fillers, plants and planting boxes. The upper layer of the planting frame of the ecological floating bed is emergent plants, and the lower layer is filler. The floating beds are connected by hooks. The material of the floating bed body is made of environmentally friendly polyethylene material. The material of the planting frame is polystyrene, which is made into the shape of a flower pot. The upper edge is stuck on the planting hole of the floating bed body, and the inside is filled with filler. The edge of the floating bed is fixed on the pool wall with a traction rope.

如图3所示,填料可为活性炭、陶粒或者球形悬浮填料。所种植的水生植物为挺水植物水芹、菖蒲及空心菜等。所种植的挺水植物的密度为18株/m2。在处理废水过程中在填料表面上形成生物膜,利用微生物氧化分解有机物,提高了对废水中有机物的去除率,增加了对有毒物质和负荷变化的稳定性。As shown in Figure 3, the filler can be activated carbon, ceramsite or spherical suspension filler. The aquatic plants planted are emergent plants such as cress, calamus and water spinach. The density of the planted emergent plants was 18 plants/m 2 . In the process of wastewater treatment, a biofilm is formed on the surface of the filler, and microorganisms are used to oxidize and decompose organic matter, which improves the removal rate of organic matter in wastewater and increases the stability of toxic substances and load changes.

如图4所示,生态浮床池包括生态浮床7,进水渠13,排泥管14。生态浮床池池体为圆柱形,池底为圆锥形,产生的污泥利用自身重力沉降,从排泥管14中排除。As shown in Figure 4, the ecological floating bed pool includes an ecological floating bed 7, a water inlet channel 13, and a mud discharge pipe 14. The body of the ecological floating bed pool is cylindrical, and the bottom of the pool is conical. The generated sludge is settled by its own gravity and removed from the sludge discharge pipe 14 .

生态浮床利用水生植物在生长过程中能够对氮、磷等元素进行吸收的特点,并且植物的根系具有巨大的比表面积,能为水体中的微生物提供较好的吸附载体,形成生物膜载体,能够很好的对水体中的悬浮物质进行吸附,而且植物根系还能够富集水体中的一系列的重金属元素和有机污染物,最终在植物生长成熟之后,将植物搬离水体,使水体中的污染物大幅度减少,水质得到改善,从而为水生生物的生存、繁衍创造生态环境条件,为修复水生态系统提供可能。The ecological floating bed utilizes the characteristics that aquatic plants can absorb nitrogen, phosphorus and other elements during the growth process, and the root system of the plant has a huge specific surface area, which can provide a good adsorption carrier for microorganisms in the water body and form a biofilm carrier. It is very good at adsorbing the suspended matter in the water body, and the plant root system can also enrich a series of heavy metal elements and organic pollutants in the water body. Finally, after the plant grows and matures, the plant is moved away from the water body, so that the pollution in the water body The water quality is greatly reduced, thereby creating ecological environment conditions for the survival and reproduction of aquatic organisms, and making it possible to restore the water ecosystem.

奥贝尔氧化沟与生态浮床结合的污水处理系统,较单一的氧化沟处理污水有着更强的处理效果。该实用新型利用物理吸附和生物作用来净化水质不需要添加任何化学药剂。在净化污水的同时还节省了占地面积,同时又有着水域美观的作用。The sewage treatment system combined with the Aubert oxidation ditch and the ecological floating bed has a stronger treatment effect than the single oxidation ditch for sewage treatment. The utility model utilizes physical adsorption and biological action to purify water without adding any chemical agent. While purifying sewage, it also saves the floor area, and at the same time has the effect of beautiful waters.

Claims (8)

1.一种奥贝尔氧化沟与生态浮床结合的污水处理系统,其特征在于它包括奥贝尔氧化沟和生态浮床池,预处理的污水在奥贝尔氧化沟中处理后流入生态浮床池中进一步净化,其中浮床池中的生态浮床由挂钩相连,依次连接至少2个浮床。1. A sewage treatment system combining Aubert oxidation ditch and ecological floating bed is characterized in that it includes Aubert oxidation ditch and ecological floating bed pond, and the pretreated sewage flows into the ecological floating bed pond for further purification after being processed in Aubert oxidation ditch , wherein the ecological floating beds in the floating bed pool are connected by hooks, and at least two floating beds are connected in sequence. 2.根据权利要求1所述的奥贝尔氧化沟与生态浮床结合的污水处理系统,其特征在于:所述的生态浮床池池体为圆柱形,池底为圆锥形。2. The sewage treatment system combined with Aubert oxidation ditch and ecological floating bed according to claim 1, characterized in that: the body of the ecological floating bed pool is cylindrical, and the bottom of the pool is conical. 3.根据权利要求2所述的奥贝尔氧化沟与生态浮床结合的污水处理系统,其特征在于:所述的生态浮床池具有进水渠和排泥管。3. The sewage treatment system combining the Aubert oxidation ditch and the ecological floating bed according to claim 2, characterized in that: the ecological floating bed pool has a water inlet channel and a mud discharge pipe. 4.根据权利要求2所述的奥贝尔氧化沟与生态浮床结合的污水处理系统,其特征在于:所述的生态浮床池的污泥利用重力沉降作用去除。4. The sewage treatment system combining the Aubert oxidation ditch and the ecological floating bed according to claim 2, characterized in that: the sludge in the ecological floating bed pool is removed by gravity settling. 5.根据权利要求2所述的奥贝尔氧化沟与生态浮床结合的污水处理系统,其特征在于:所述的生态浮床中包括种植框、填料、浮床床体和植物。5. The sewage treatment system combining Aubert oxidation ditch and ecological floating bed according to claim 2, characterized in that: said ecological floating bed includes planting frame, filler, floating bed body and plants. 6.根据权利要求5所述的奥贝尔氧化沟与生态浮床结合的污水处理系统,其特征在于:所述的浮床床体材料选用成型环保聚乙烯材料。6. The sewage treatment system combining Aubert oxidation ditch and ecological floating bed according to claim 5, characterized in that: the bed material of the floating bed is made of environmentally friendly polyethylene material. 7.根据权利要求5所述的奥贝尔氧化沟与生态浮床结合的污水处理系统,其特征在于:所述的种植框的材质为聚苯乙烯。7. The sewage treatment system combined with Aubert oxidation ditch and ecological floating bed according to claim 5, characterized in that: the planting frame is made of polystyrene. 8.根据权利要求5所述的奥贝尔氧化沟与生态浮床结合的污水处理系统,其特征在于:所述的浮床填料为活性炭、陶粒或者球形悬浮填料。8. The sewage treatment system combining Aubert oxidation ditch and ecological floating bed according to claim 5, characterized in that: the floating bed filler is activated carbon, ceramsite or spherical suspension filler.
CN201720289617.9U 2017-03-23 2017-03-23 Opel oxidation ditch and the sewage disposal system of biological floating bed combination Expired - Fee Related CN206799250U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720289617.9U CN206799250U (en) 2017-03-23 2017-03-23 Opel oxidation ditch and the sewage disposal system of biological floating bed combination

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720289617.9U CN206799250U (en) 2017-03-23 2017-03-23 Opel oxidation ditch and the sewage disposal system of biological floating bed combination

Publications (1)

Publication Number Publication Date
CN206799250U true CN206799250U (en) 2017-12-26

Family

ID=60731218

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720289617.9U Expired - Fee Related CN206799250U (en) 2017-03-23 2017-03-23 Opel oxidation ditch and the sewage disposal system of biological floating bed combination

Country Status (1)

Country Link
CN (1) CN206799250U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115504633A (en) * 2022-10-26 2022-12-23 青岛万慧源环保科技有限公司 Ecological system based on EBR technology
CN117865359A (en) * 2024-03-12 2024-04-12 西安建筑科技大学 Ecological floating island device for strengthening denitrification and denitrification of lake and reservoir water bodies

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115504633A (en) * 2022-10-26 2022-12-23 青岛万慧源环保科技有限公司 Ecological system based on EBR technology
CN117865359A (en) * 2024-03-12 2024-04-12 西安建筑科技大学 Ecological floating island device for strengthening denitrification and denitrification of lake and reservoir water bodies
CN117865359B (en) * 2024-03-12 2024-07-05 西安建筑科技大学 Ecological floating island device for strengthening denitrification and denitrification of lake and reservoir water bodies

Similar Documents

Publication Publication Date Title
CN101973637B (en) River channel purification system for processing rural domestic sewage
CN101792228B (en) Double-layer artificial wetland system for strengthening sewage denitrification and dephosphorization and operation method thereof
CN103663696B (en) A kind of membrane bioreactor for the treatment of the denitrogenation of preserved szechuan pickle waste water enhanced biological phosphorus removal
CN107540094B (en) Constructed wetland sewage treatment system
CN102531289B (en) On-site purification system for urban black and smelly inland rivers
CN100482601C (en) Ventilating and baffling artificial wetland simulator
CN105502825A (en) Integrated domestic sewage treatment equipment and treatment method
CN102001785B (en) Compound biological film integrated reactor for treatment of domestic sewage and application method
CN204324990U (en) Be applicable to the multi-stage biological filter tank-ecological pond purification system into lake landscape water body
CN201534813U (en) Composite filler biofilter
CN103880193B (en) Build the method for vertical current constructed wetland processing breeding wastewater based on waterworks sludge
CN101274798A (en) Drinking water source composite constructed wetland system and pretreatment method
CN203768124U (en) Ecological filter for micro-polluted water treatment
CN101973667B (en) Combined process and device for deep purification of polluted surface water
CN103265144A (en) Town wastewater treatment process and device with intensified nitrogen and phosphorus removing function
CN102259980A (en) Biological aerated filter and sewage treatment process thereof
CN102464404A (en) Polluted river water body restoration and treatment method and system
CN105271520A (en) Annular biological aerated filter and application thereof
CN201857327U (en) Composite integral biological membrane reactor for domestic sewage treatment
CN104591408A (en) Up-flow biological pretreatment filter tank
CN104150691A (en) Composite alternate flow wetland molecular sieve biological rotating disc treatment system and method
CN103641241A (en) Preposed denitrification aeration biofilter and method for treating sewage
CN209759238U (en) System for adopt combination technology to purify lake water
CN206799250U (en) Opel oxidation ditch and the sewage disposal system of biological floating bed combination
CN105236687B (en) The micro- vertical baffling wetland sewage-treatment plant of aeration of self-cleaning type and method

Legal Events

Date Code Title Description
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171226

Termination date: 20190323

CF01 Termination of patent right due to non-payment of annual fee