CN203065243U - Circular radial artificial wetland - Google Patents
Circular radial artificial wetland Download PDFInfo
- Publication number
- CN203065243U CN203065243U CN201320077350.9U CN201320077350U CN203065243U CN 203065243 U CN203065243 U CN 203065243U CN 201320077350 U CN201320077350 U CN 201320077350U CN 203065243 U CN203065243 U CN 203065243U
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- Prior art keywords
- artificial wetland
- constructed wetland
- grid
- permeable
- grid well
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 16
- 238000012856 packing Methods 0.000 claims abstract description 10
- 230000005855 radiation Effects 0.000 claims 1
- 239000010865 sewage Substances 0.000 description 15
- 238000000034 method Methods 0.000 description 5
- 239000000126 substance Substances 0.000 description 4
- 238000001914 filtration Methods 0.000 description 3
- 206010033799 Paralysis Diseases 0.000 description 1
- 230000031018 biological processes and functions Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000012464 large buffer Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002352 surface water Substances 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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- Water Treatment By Sorption (AREA)
Abstract
本实用新型公开一种环形放射式人工湿地,包括格栅井(3),人工湿地(4),挡水墙(10),和出水管(9),所述人工湿地(4)内部设置有过滤填料层(5),所述过滤填料层(5)顶部种有植物(1),所述透水墙(11)上面设置有若干个透水孔(12),其特征是:所述格栅井(3)为中心,往外依次是透水墙(11),人工湿地(4),挡水墙(10),所述人工湿地(4)底部连接有均布布置的出水管(9),所述格栅井(4)底部中心设置有进水管(6)。本实用新型通过恰当的设计,有效的解决了人工湿地堵塞和排水效率不高的问题,大大增加了人工湿地的使用寿命。
The utility model discloses an annular radial artificial wetland, which comprises a grid well (3), an artificial wetland (4), a water retaining wall (10), and a water outlet pipe (9). The artificial wetland (4) is internally provided with A filter packing layer (5), plants (1) are planted on the top of the filter packing layer (5), and several water permeable holes (12) are arranged on the permeable wall (11), and it is characterized in that: the grid well (3) is the center, followed by a permeable wall (11), an artificial wetland (4), and a water retaining wall (10) outwards. The bottom of the artificial wetland (4) is connected with uniformly distributed outlet pipes (9). A water inlet pipe (6) is arranged at the center of the bottom of the grid well (4). Through proper design, the utility model effectively solves the problems of artificial wetland blockage and low drainage efficiency, and greatly increases the service life of the artificial wetland.
Description
技术领域technical field
本实用新型涉人工湿地技术领域,尤其涉及一种环形放射式人工湿地。The utility model relates to the technical field of artificial wetlands, in particular to an annular radial artificial wetland.
背景技术Background technique
人工湿地(artificial wetland)污水净化技术是20世纪70年代末发展起来的新型污水处理工艺,在生活污水、地表水、面源污染等污水处理上应用广泛。它利用湿地植物、微生物、土壤(填料)等经过物理、化学、生物的作用将污水中的污染物去除。有缓冲容量大、处理效果好、工艺简单、投资省、运行管理费用低等特点,是一种集生态性、景观性为一体的污水处理工艺。Artificial wetland sewage purification technology is a new sewage treatment process developed in the late 1970s. It is widely used in domestic sewage, surface water, non-point source pollution and other sewage treatment. It uses wetland plants, microorganisms, soil (fillers), etc. to remove pollutants in sewage through physical, chemical, and biological actions. It has the characteristics of large buffer capacity, good treatment effect, simple process, low investment, and low operation and management costs. It is a sewage treatment process integrating ecological and landscape features.
目前人工湿地在使用过程中,由于污水本身的含有大量的难以降解的物质,在加上长时间的使用,会造成进水管和人工湿地内部堵塞,严重的导致整个人工湿地系统瘫痪,而且人工湿地的出水管都是并排铺设在人工湿地底部,这样会出现排水速度慢,效率不高等问题。At present, during the use of constructed wetlands, due to the large amount of difficult-to-degrade substances in the sewage itself, coupled with long-term use, it will cause blockage of the water inlet pipe and the inside of the constructed wetland, which will seriously lead to the paralysis of the entire constructed wetland system, and the constructed wetland The outlet pipes are laid side by side at the bottom of the constructed wetland, which will cause problems such as slow drainage and low efficiency.
发明内容Contents of the invention
本实用新型的目的在于克服上述现有技术的不足,提供一种环形放射式人工湿地。The purpose of the utility model is to overcome the shortcomings of the above-mentioned prior art, and provide an annular radial artificial wetland.
本实用新型要解决的是:人工湿地使用时间长而出现堵塞和出水管排水效率不高的问题。The utility model aims to solve the problems of clogging and low drainage efficiency of the water outlet pipe caused by the artificial wetland being used for a long time.
为实现本实用新型的目的,本实用新型采用的技术方案是:For realizing the purpose of the utility model, the technical scheme that the utility model adopts is:
一种环形放射式人工湿地,包括格栅井,人工湿地,挡水墙和出水管,所述人工湿地内部设置有过滤填料层,所述过滤填料层顶部种有植物,所述透水墙上面设置有若干个透水孔,其特征是:所述格栅井为中心,往外依次是透水墙,人工湿地,挡水墙,所述人工湿地底部连接有均布布置的出水管,所述格栅井底部中心设置有进水管。An annular radial constructed wetland, comprising a grid well, a constructed wetland, a water retaining wall and a water outlet pipe, the constructed wetland is provided with a filter packing layer inside, plants are planted on the top of the filter packing layer, and the permeable wall is provided with There are several water-permeable holes, which are characterized in that: the grid well is the center, followed by a permeable wall, a constructed wetland, and a water-retaining wall, the bottom of the constructed wetland is connected with evenly distributed outlet pipes, and the grid well A water inlet pipe is arranged at the center of the bottom.
所述格栅井内部还设置有格栅框。A grill frame is also arranged inside the grill well.
所述格栅井顶部设置有井盖。The top of the grid well is provided with a well cover.
所述透水墙和挡水墙之间还设置有走道。A walkway is also arranged between the permeable wall and the retaining wall.
所述格栅井,透水墙和挡水墙形状均为圆形。The grid well, the permeable wall and the retaining wall are all circular in shape.
所述人工湿地形状为扇形。The constructed wetland is fan-shaped.
本实用新型的优点是:将格栅井设置在中心,可节省占地面积,格栅井内设置有格栅框可以将污水中的难以降解的物质拦截下来,使杂物不进入人工湿地,格栅井顶部设有井盖,可以防止有异物落入其内部,透水墙上设有多个透水孔,污水可快速进入人工湿地进行过滤处理,出水管按环形均布布置可以提高出水效率,设置走道可以方面工作人员进入格栅井查看其情况。The utility model has the advantages that: the grid well is arranged in the center, which can save the occupied area, and the grid frame is arranged in the grid well to intercept the difficult-to-degrade substances in the sewage, so that the debris does not enter the artificial wetland, and the grid There is a well cover on the top of the grid well, which can prevent foreign matter from falling into it. There are many permeable holes on the permeable wall, and the sewage can quickly enter the artificial wetland for filtration. It is possible for the staff to enter the grid well to check its condition.
附图说明Description of drawings
图1是本实用新型的剖面结构布置图;Fig. 1 is the sectional structural arrangement drawing of the present utility model;
图2是本实用新型的俯视图;Fig. 2 is the top view of the utility model;
图中:1、植物,2、井盖,3、格栅井,4、人工湿地,5、过滤填料层,6、进水管,7、格栅框,8、走道,9、出水管,10、挡水墙,11、透水墙,12、透水孔。In the figure: 1. plants, 2. manhole cover, 3. grid well, 4. artificial wetland, 5. filter packing layer, 6. water inlet pipe, 7. grille frame, 8. walkway, 9. outlet pipe, 10. Retaining wall, 11, permeable wall, 12, permeable hole.
具体实施方式Detailed ways
下面结合附图及实施例对本实用新型作进一步的说明。Below in conjunction with accompanying drawing and embodiment the utility model is described further.
如图所述,一种环形放射式人工湿地,包括格栅井3,人工湿地4,挡水墙10和出水管9,所述人工湿地4内部设置有过滤填料层5,所述过滤填料层5顶部种有植物1,所述透水墙11上面设置有若干个透水孔12,所述格栅井3为中心,往外依次是透水墙11,人工湿地4,挡水墙10,所述人工湿地4底部连接有均布布置的出水管9,所述格栅井4底部中心设置有进水管6,所述格栅井3内部还设置有格栅框7,所述格栅井3顶部设置有井盖2,所述透水墙11和挡水墙10之间还设置有走道8,所述格栅井3,透水墙11和挡水墙10形状均为圆形,所述人工湿地4形状为扇形。As shown in the figure, an annular radial constructed wetland includes a grid well 3, a constructed wetland 4, a
本实用新型的工作方法是:污水通过进水管6进入格栅井3,格栅框7将污水中难以降解的物质拦截下来,污水通过透水墙11的透水孔12进入人工湿地4的过滤填料层5进行过滤处理,污水过滤处理完成后,由于人工湿地4底部均布设有出水管9,污水可通过最近的出水管9快速排出,由于在透水墙11上面设有多个透水孔,如果一个透水孔堵塞,不影响整个人工湿地的正常运行,在格栅井4顶部设有井盖,可以有效防止污水的臭气发散到外面,还能防止有异物落入其内部,设置走道8可以方面工作人员进入格栅井查看其情况。The working method of the utility model is: sewage enters the grid well 3 through the
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320077350.9U CN203065243U (en) | 2013-02-19 | 2013-02-19 | Circular radial artificial wetland |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320077350.9U CN203065243U (en) | 2013-02-19 | 2013-02-19 | Circular radial artificial wetland |
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| Publication Number | Publication Date |
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| CN203065243U true CN203065243U (en) | 2013-07-17 |
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| CN201320077350.9U Expired - Fee Related CN203065243U (en) | 2013-02-19 | 2013-02-19 | Circular radial artificial wetland |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106277401A (en) * | 2016-08-30 | 2017-01-04 | 湖南中大经纬地热开发科技有限公司 | Rain dirt based on Calx karst region utilizes system |
| CN106277400A (en) * | 2016-08-30 | 2017-01-04 | 湖南中大经纬地热开发科技有限公司 | Calx karst region Leachate site regulator control system |
-
2013
- 2013-02-19 CN CN201320077350.9U patent/CN203065243U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106277401A (en) * | 2016-08-30 | 2017-01-04 | 湖南中大经纬地热开发科技有限公司 | Rain dirt based on Calx karst region utilizes system |
| CN106277400A (en) * | 2016-08-30 | 2017-01-04 | 湖南中大经纬地热开发科技有限公司 | Calx karst region Leachate site regulator control system |
| CN106277400B (en) * | 2016-08-30 | 2019-08-02 | 湖南中大经纬地热开发科技有限公司 | Lime karst region Leachate site regulator control system |
| CN106277401B (en) * | 2016-08-30 | 2019-11-08 | 湖南中大经纬地热开发科技有限公司 | Rain dirt based on lime karst region utilizes system |
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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: 20130717 Termination date: 20150219 |
|
| EXPY | Termination of patent right or utility model |
