CN201512455U - Organic Wastewater Treatment System - Google Patents
Organic Wastewater Treatment System Download PDFInfo
- Publication number
- CN201512455U CN201512455U CN2009201946072U CN200920194607U CN201512455U CN 201512455 U CN201512455 U CN 201512455U CN 2009201946072 U CN2009201946072 U CN 2009201946072U CN 200920194607 U CN200920194607 U CN 200920194607U CN 201512455 U CN201512455 U CN 201512455U
- Authority
- CN
- China
- Prior art keywords
- filter
- tubular membrane
- organic
- waste water
- wastewater
- 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
- 238000004065 wastewater treatment Methods 0.000 title abstract description 9
- 239000002351 wastewater Substances 0.000 claims abstract description 27
- 239000012528 membrane Substances 0.000 claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 22
- 238000001914 filtration Methods 0.000 claims abstract description 10
- 230000007704 transition Effects 0.000 claims description 8
- 239000010815 organic waste Substances 0.000 abstract description 9
- 230000008901 benefit Effects 0.000 abstract description 6
- 238000005273 aeration Methods 0.000 abstract description 4
- 239000003344 environmental pollutant Substances 0.000 abstract description 4
- 239000012535 impurity Substances 0.000 abstract description 4
- 231100000719 pollutant Toxicity 0.000 abstract description 4
- 239000007787 solid Substances 0.000 abstract description 4
- 230000006872 improvement Effects 0.000 abstract description 2
- 239000008187 granular material Substances 0.000 abstract 1
- 238000004064 recycling Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000010170 biological method Methods 0.000 description 1
- 238000009388 chemical precipitation Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000008235 industrial water Substances 0.000 description 1
- 238000005374 membrane filtration Methods 0.000 description 1
- 239000008213 purified water Substances 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
Images
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
本实用新型涉及污水处理设备领域技术，尤其是指一种有机废水处理系统。The utility model relates to the technology in the field of sewage treatment equipment, in particular to an organic waste water treatment system.
背景技术Background technique
电子行业废水处理经过多年的发展，目前得到长足的进展；关于废水回用、废水处理技术已达到一个相当的水平。其中COD处理既是重点也是难点；传统的处理方法A2/O+化学沉淀之工艺组合，存在处理流程长、占地面积大、出水水质达不到回用要求等问题；近年来，膜生物分离技术由于结合膜过滤及活性污泥生物法的优点，取代沉淀池并有效提高反应池内生物浓度及加大生物处理能力，得到了广泛的应用，然而对于目前复杂的工业水源水质的变化，尤其是中高浓度的难降解的工业有机废水，MBR容易产生污堵，仍有待改良之空间。After years of development, the wastewater treatment in the electronics industry has made great progress; the technology of wastewater reuse and wastewater treatment has reached a considerable level. Among them, COD treatment is both a key point and a difficult point; the traditional treatment method A2/O + chemical precipitation process combination has problems such as long treatment process, large floor area, and effluent water quality that cannot meet the reuse requirements; in recent years, membrane bioseparation technology has been Combining the advantages of membrane filtration and activated sludge biological method, it has been widely used to replace the sedimentation tank and effectively increase the biological concentration in the reaction tank and increase the biological treatment capacity. However, for the current complex industrial water quality changes, especially the medium and high concentration Refractory industrial organic wastewater, MBR is prone to fouling, and there is still room for improvement.
实用新型内容Utility model content
本实用新型针对上述现有技术所存在之缺失，主要目的在于提供一种操作方便且滤除效果好的有机废水处理系统。The utility model aims at the deficiency of the above-mentioned prior art, and the main purpose is to provide an organic wastewater treatment system with convenient operation and good filtering effect.
为实现上述之目的，本实用新型采取如下技术方案：In order to achieve the above-mentioned purpose, the utility model takes the following technical solutions:
一种有机废水处理系统，包括废水池、过滤装置及回用池，所述过滤装置包括曝气生物滤池及管式膜过滤器，该曝气生物滤池的进水端与废水池管道连接，该生物滤池的出水端与管式膜过滤器管道连接。An organic wastewater treatment system, comprising a waste water tank, a filter device and a reuse tank, the filter device comprising a biological aerated filter and a tubular membrane filter, the water inlet end of the biological aerated filter is connected to the pipeline of the waste water tank , the water outlet of the biofilter is connected to the tubular membrane filter.
所述曝气生物滤池与废水池之间的管道上安装有第一抽水泵。A first water pump is installed on the pipeline between the biological aerated filter tank and the waste water tank.
所述曝气生物滤池与管式膜过滤器之间还设有中间过渡池，该中间过渡池与管式膜过滤器之间的管道上安装有第二抽水泵。An intermediate transition tank is also provided between the biological aerated filter and the tubular membrane filter, and a second water pump is installed on the pipeline between the intermediate transition tank and the tubular membrane filter.
本实用新型优点在于通过高效曝气生物滤池及管式膜过滤器组合而成一种高效率滤除有机废水的过滤装置，其中由高效曝气生物滤池起到预处理作用，用来降解有机废水中的有机成份，并去除有机废水中污染物，然后经管式膜过滤器去除颗粒、悬浮物等杂质，以提高过滤效果，保证出水稳定达标。本实用新型结构简单、操作方便，实用性强。The utility model has the advantage of combining a high-efficiency biological aerated filter and a tubular membrane filter to form a high-efficiency filter device for removing organic waste water, wherein the high-efficiency biological aerated filter plays a pretreatment role and is used to degrade organic wastewater. The organic components in the wastewater are removed, and the pollutants in the organic wastewater are removed, and then impurities such as particles and suspended solids are removed through a tubular membrane filter to improve the filtration effect and ensure that the effluent is stable and up to standard. The utility model has the advantages of simple structure, convenient operation and strong practicability.
附图说明Description of drawings
图1是本实用新型整体结构示意图。Fig. 1 is a schematic diagram of the overall structure of the utility model.
附图标号说明：Explanation of reference numbers:
1、废水池 2、过滤装置1. Wastewater pool 2. Filtration device
21、曝气生物滤池 22、管式膜过滤器21. Biological aerated filter 22. Tubular membrane filter
23、中间过渡池 24、第二抽水泵23. Intermediate transition pool 24. Second pump
3、回用池 4、第一抽水泵3. Reuse pool 4. The first water pump
具体实施方式Detailed ways
下面结合附图与具体实施方式对本实用新型作进一步描述。The utility model will be further described below in conjunction with the accompanying drawings and specific embodiments.
如图1所示，一种有机废水处理系统，包括废水池1、过滤装置2及回用池3，其中：As shown in Figure 1, an organic wastewater treatment system includes a wastewater pool 1, a filter device 2 and a reuse pool 3, wherein:
所述废水池1系用来存储有机废水，其大小、形状不限。The waste water pool 1 is used to store organic waste water, and its size and shape are not limited.
所述过滤装置2包括高效曝气生物滤池21及管式膜过滤器22，该曝气生物滤池21的进水端与废水池2管道连接，该曝气生物滤池21与废水池2之间的管道上安装有第一抽水泵4，以将废水池2中的有机废水抽至该曝气生物滤池21；该高效生物滤池21的出水端连接一中间过渡池23，该中间过渡池23通过管道与管式膜过滤器22管道连接；并且在中间过渡池23与管式膜过滤器22之间的管道上安装有第二抽水泵24，以将中间过渡池23中废水进一步抽至管式膜过滤器22内过滤。Described filtering device 2 comprises high-efficiency biological
所述回用池3系与上述管式膜过滤器22管道连接，以存放已过滤后的净水，如此根据需求，既可回用也可直接排放。The reuse pool 3 is connected to the above-mentioned tubular membrane filter 22 by pipes to store filtered clean water, so that it can be reused or directly discharged according to requirements.
本实用新型废水处理方法如下：先由第一抽水泵4将废水池2中的有机废水抽至曝气生物滤池21内，由曝气生物滤池21来降解有机成份，并去除有机废水中污染物；然后将曝气生物滤池21处理后的废水进入中间过渡池23内，并进一步通过第二抽水泵24将中间过渡池5中废水抽至管式膜过滤器22内，以去除颗粒、悬浮物等杂质，最后将管式膜过滤器22处理后的净水存放至回收池3中。The wastewater treatment method of the present utility model is as follows: First, the organic wastewater in the wastewater pool 2 is pumped into the biological
本实用新型优点在于通过高效曝气生物滤池及管式膜过滤器组合而成一种高效率滤除有机废水的过滤装置，其中由高效曝气生物滤池来降解有机成份，并去除有机废水中污染物，然后经管式膜过滤器去除颗粒、悬浮物等杂质，以提高过滤效果，保证出水稳定达标。本实用新型结构简单、操作方便，实用性强。The utility model has the advantage that a high-efficiency bio-aeration filter and a tubular membrane filter are combined to form a high-efficiency filter device for removing organic waste water, wherein the high-efficiency bio-aeration filter degrades organic components and removes organic waste water. Pollutants, and then remove impurities such as particles and suspended solids through a tubular membrane filter to improve the filtration effect and ensure that the effluent is stable and up to standard. The utility model has the advantages of simple structure, convenient operation and strong practicability.
以上所述，仅是本实用新型较佳实施例而已，并非对本实用新型的技术范围作任何限制，故凡是依据本实用新型的技术实质对以上实施例所作的任何细微修改、等同变化与修饰，均仍属于本实用新型技术方案的范围内。The above are only preferred embodiments of the present utility model, and do not limit the technical scope of the present utility model, so any minor modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present utility model, All still belong to within the scope of the technical solution of the utility model.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201946072U CN201512455U (en) | 2009-09-11 | 2009-09-11 | Organic Wastewater Treatment System |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201946072U CN201512455U (en) | 2009-09-11 | 2009-09-11 | Organic Wastewater Treatment System |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201512455U true CN201512455U (en) | 2010-06-23 |
Family
ID=42483862
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201946072U Expired - Lifetime CN201512455U (en) | 2009-09-11 | 2009-09-11 | Organic Wastewater Treatment System |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201512455U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102491499A (en) * | 2011-12-22 | 2012-06-13 | 大连理工大学 | VT-MBR (Vertical Tubular-Membrane Bioreactor) |
-
2009
- 2009-09-11 CN CN2009201946072U patent/CN201512455U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102491499A (en) * | 2011-12-22 | 2012-06-13 | 大连理工大学 | VT-MBR (Vertical Tubular-Membrane Bioreactor) |
| CN102491499B (en) * | 2011-12-22 | 2013-05-08 | 大连理工大学 | VT-MBR (Vertical Tubular-Membrane Bioreactor) |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104108830B (en) | Reclaimed water advanced treatment and reuse system | |
| CN104649519A (en) | Sewage treatment device and method by combining bio-ferric process and anaerobic MBR method | |
| CN201713415U (en) | Dye wastewater treatment device | |
| CN201056512Y (en) | Film component integrated oxidation ditch | |
| CN110330140B (en) | System and method for treating, regenerating and recycling water pollution in saline-alkali area | |
| CN104261603B (en) | The integrated drinking water advanced treatment device of a kind of electric coagulation-electro-flotation/immersion ultrafiltration | |
| CN207130053U (en) | A kind of RO concentrated waters and the water reuse (treatment processing system of recirculated water draining | |
| CN203021379U (en) | Surface water purifying device | |
| CN201923929U (en) | Reclaimed water recycling treatment system | |
| CN205076946U (en) | Water body remediation composite set based on magnetic separation and constructed wetland | |
| CN205133284U (en) | Industrial wastewater treatment equipment | |
| CN201512455U (en) | Organic Wastewater Treatment System | |
| CN200964368Y (en) | Membrane biological reactor | |
| CN106587454A (en) | Vehicle-mounted sudden water pollution accident emergency-purification system | |
| CN202139130U (en) | Concentrated water recycling system of reverse osmosis filter device | |
| CN203144220U (en) | Gravity type hydraulic aeration fine filter | |
| CN206767872U (en) | A kind of Domestic sewage treatment device | |
| CN206814576U (en) | A kind of sewage disposal system | |
| CN201031170Y (en) | Two-stage filtration membrane bioreactor | |
| CN101314506A (en) | Recycling system and treatment method of papermaking high-chroma wastewater | |
| CN205627665U (en) | Device of milipore filter subassembly is washd to normal position | |
| CN213327194U (en) | Landfill leachate integrates processing apparatus | |
| CN210915748U (en) | An organic wastewater treatment system for glass fiber cloth production | |
| CN102874965A (en) | System for recycling waste water containing oil and washing water | |
| CN2457145Y (en) | Purifying equipment for living waste water |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: The 523000 Guangdong international financial city of Dongguan province IT fifth R & D center of Songshan Lake high tech Industrial Development Zone, block B Patentee after: DONGGUAN DONGYUAN ENVIRONMENTAL TECHNOLOGY CO.,LTD. Address before: The 523000 Guangdong international financial city of Dongguan province IT fifth R & D center of Songshan Lake high tech Industrial Development Zone, block B Patentee before: DONGGUAN DONGYUAN ENVIRONMENT TECHNOLOGY CO.,LTD. |
|
| CP03 | Change of name, title or address |
Address after: The 523000 Guangdong international financial city of Dongguan province IT fifth R & D center of Songshan Lake high tech Industrial Development Zone, block B Patentee after: DONGGUAN DONGYUAN ENVIRONMENT TECHNOLOGY CO.,LTD. Address before: 523850 Guangdong Province, Dongguan city Changan Town Zhen''an road Xiao Bian Industrial Park No. 131 Patentee before: DONGYUAN NEW ENERGY TECHNOLOGY CO.,LTD. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20100623 |
|
| CX01 | Expiry of patent term |