CN201785290U - Composite type artificial wetland water purification system in riverway - Google Patents
Composite type artificial wetland water purification system in riverway Download PDFInfo
- Publication number
- CN201785290U CN201785290U CN2010202677108U CN201020267710U CN201785290U CN 201785290 U CN201785290 U CN 201785290U CN 2010202677108 U CN2010202677108 U CN 2010202677108U CN 201020267710 U CN201020267710 U CN 201020267710U CN 201785290 U CN201785290 U CN 201785290U
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- ecological
- artificial wetland
- riverway
- river course
- purification system
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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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- Revetment (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model provides a composite type artificial wetland water purification system in a riverway. The water purification system comprises a rubber dam arranged in the riverway, wherein the upper part of the rubber dam in the riverway is provided with an ecological retention pond; the upper part of the ecological retention pond is provided with a biological dam; a surface flow artificial wetland and a stable area are arranged between the biological dam and the ecological retention pond; in addition, two sides of the riverway are further provided with ecological protecting slopes. As for the system adopting the scheme, the ecological restoration process of the river basins is strengthened, and self cleaning capability, as well as water quality and ecological environment of the river basins are led to be improved, due ecological functions are restored, and the treated water can be used for field irrigation, thus improving use ratio of water resource and realizing sustainable development.
Description
Technical field
The utility model relates to a kind of water purification system, composite type artificial wetland water purification system in especially a kind of river course.
Background technology
In the prior art, technique known is because the point source of industrial and agricultural production, sanitary sewage blowdown formation, pollution of area source and artificial excessively exploitation, the natural ecological environment in some lake regions and river has been subjected to serious destruction, ecological functions are degenerated, and self-purification capacity is had a strong impact on.This is the existing in prior technology weak point.
Summary of the invention
The purpose of this utility model, be exactly at the existing in prior technology deficiency, and provide the technical scheme of composite type artificial wetland water purification system in a kind of river course, the system of this scheme strengthens the ecological recovery process of River basins, make it to improving self-purification capacity, improve water quality and ecotope, recovering self ecological functions should be arranged, and the water after handling can be used for field irrigation, improves water utilization rate, realizes Sustainable development.
This programme is realized by following technical measures: composite type artificial wetland water purification system in a kind of river course, include the rubber dam that is arranged in the river course, the characteristics of this programme are: be provided with the ecostagnation pool in the river course on described rubber dam top, be provided with biological dam on top, the ecostagnation pool, be provided with surface current artificial wetland and stable region between the described biological dam and the ecostagnation pool, in addition, also be provided with ecological revetment in the both sides in river course.Described biological dam comprises the biozone and the micropore aerating pipe that is arranged on the biozone of intrinsic viable bacteria water purification agent.Described ecological revetment comprises ecological vegetation bank protection and careless brick bank protection.Described careless brick bank protection comprises square block and gim peg, and there is emptying aperture at the center of described square block, and the four edges of square block is respectively arranged with dovetail groove and can combines with the gim peg that has groove.
The beneficial effect of this programme can be learnt according to the narration to such scheme, owing in this scheme, in the river course, be provided with biological dam, upland water at first passes through biological dam, the biozone of intrinsic viable bacteria water purification agent and the micropore aerating pipe that is arranged on the biozone on the biological dam; Pour pressurized air to micropore aeration pipe and increase dissolved oxygen in water, the composite flora that is solidificated on the biozone is bred in a large number, produce vitro enzyme and the organism group in the sewage and macromole are decomposed into small molecules fall, thereby reach the purpose of purifying water body as the energy expenditure of flora.
Be provided with the surface current artificial wetland between the biological dam and the ecostagnation pool, the tool plant of detergent power by force can be selected: hygrophyte (Scirpus tabernaemontani, Chinese celery, Spiked Loosestrife and giantreed), emergent (cattail, reed, wild rice stem) by the more shallow relatively place of the depth of water; The depth of water is selected to have detergent power and view and admire the floatingleaved plant (lotus, wild water chestnut, water lily) of ability than the depths.By making up, repair the beach vegetation, to improve the stream's self-purification ability; When the river that is polluted is flowed through the surface current artificial wetland,, remove pollutants in sewage, thereby purify water by the combined action of water-fast plant, microorganism and soil.
If the river flows through bridge, between the then biological dam and the ecostagnation pool stable region can also be set, according to submerged plants such as floatingleaved plant such as emergent such as different depth of waters configuration reeds, cattail and lotus, water lily and hornwort, eel grass, black algaes, recover the aquatic vegetation in the stabilization pond, improve the ecological diversity of wet land system; Under the condition that guarantees water quality, add animals such as carp, crucian, snakehead, shrimp and loach in right amount.
In the river course on rubber dam top, be provided with the ecostagnation pool, more shallow differentiation sheet on the ecostagnation pool is planted waterplant such as lotus and water lily, the local common happiness temperature of deepwater regions seed selection and hornwort, eel grass, black algae, red line grass and the cool water caltrop of happiness of the strong detergent power of tool, different plant bursts are planted, and realize the optimum combination of plant; Because rubber dam interception raising of water level, in the river course, form certain volume, can improve the hydraulic detention time of polluted river water in the river course, by disposing different plants in the different depth of water, realization is removed the reduction of part organic pollutant, NH3-N and P to the major part of suspended substance in the sewage.
Both sides in the river course also are provided with ecological revetment, can use ecological vegetation bank protection, careless brick bank protection or the combination of the two according to the situation of river valley.
This shows that the utility model compared with prior art has substantive distinguishing features and progress, the beneficial effect of its enforcement also is conspicuous.
Description of drawings:
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the synoptic diagram of ecological revetment.
Fig. 3 is the structural representation of careless brick bank protection.
Fig. 4 is the structural representation of square block.
Fig. 5 is the structural representation of gim peg.
Among the figure, 1 is rubber dam, and 2 is the ecostagnation pool, 3 is biological dam, and 4 is the surface current artificial wetland, and 5 is the stable region, 6 is bridge, and 7 is the river course, and 8 is ecological revetment, 9 is careless brick bank protection, and 10 is ecological slope vegetation protection, and 11 is square block, 12 is gim peg, 13 is dovetail groove, and 14 is brick body centre hole, and 15 is the gim peg groove.
Embodiment:
For clearly demonstrating the technical characterstic of this programme,, and, this programme is set forth in conjunction with its accompanying drawing below by an embodiment.
By accompanying drawing as can be seen, composite type artificial wetland water purification system in the river course of this programme, include the rubber dam 1 that is arranged in the river course, be provided with the ecostagnation pool 2 in the river course 7 on described rubber dam 1 top, be provided with biological dam 3 on 2 tops, the ecostagnation pool, be provided with surface current artificial wetland 4 and stable region 5 between the described biological dam 3 and the ecostagnation pool 2, in addition, 7 both sides also are provided with ecological revetment 8 in the river course.The upstream face of the ecological revetment 8 in the present embodiment adopts careless brick bank protection 9 and 10 combinations of ecological vegetation bank protection, the bottom is careless brick bank protection 9, top is ecological slope vegetation protection 10, back side adopts ecological vegetation bank protection 10, described careless brick bank protection 9 is made up of square block 11 and gim peg 12, the centre hole 14 of square block 11 can be planted vegetation, being provided with dovetail groove 13 around the square block 11 can combine with gim peg 12, play fixed action, the two ends of gim peg are fluted 15, and two convenient and adjacent square blocks 11 combine to be fixed.
Claims (3)
1. composite type artificial wetland water purification system in the river course, include the rubber dam that is arranged in the river course, it is characterized in that: be provided with the ecostagnation pool in the river course on described rubber dam top, be provided with biological dam on top, the ecostagnation pool, be provided with surface current artificial wetland and stable region between the described biological dam and the ecostagnation pool, in addition, also be provided with ecological revetment in the both sides in river course.
2. composite type artificial wetland water purification system in the river course according to claim 1 is characterized in that: described ecological revetment comprises ecological vegetation bank protection and careless brick bank protection.
3. composite type artificial wetland water purification system in the river course according to claim 1 and 2, it is characterized in that: described careless brick bank protection comprises square block and gim peg, there is emptying aperture at the center of described square block, and the four edges of square block is respectively arranged with dovetail groove and can combines with the gim peg that has groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202677108U CN201785290U (en) | 2010-07-22 | 2010-07-22 | Composite type artificial wetland water purification system in riverway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202677108U CN201785290U (en) | 2010-07-22 | 2010-07-22 | Composite type artificial wetland water purification system in riverway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201785290U true CN201785290U (en) | 2011-04-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN2010202677108U Expired - Fee Related CN201785290U (en) | 2010-07-22 | 2010-07-22 | Composite type artificial wetland water purification system in riverway |
Country Status (1)
| Country | Link |
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| CN (1) | CN201785290U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102329000A (en) * | 2011-06-08 | 2012-01-25 | 山东建筑大学 | Tandem type riverway water quality improvement and water resource storage adjustment method |
| CN103102013A (en) * | 2011-11-11 | 2013-05-15 | 江苏美尚生态景观股份有限公司 | Method for restoring water quality of ecological wetlands by using composition of aquatic plants |
| CN103408199A (en) * | 2013-08-27 | 2013-11-27 | 吉林省松辽江河治理有限责任公司 | Landscape water comprehensive treatment system and method |
| CN105540859A (en) * | 2016-01-11 | 2016-05-04 | 镇江新区环境监测站有限公司 | Ectopic and in-situ combined gravel bed water ecological-restoration system |
| CN106192873A (en) * | 2016-07-21 | 2016-12-07 | 广西红树林研究中心 | Island Wetland ecological water-retaining method |
| CN106379997A (en) * | 2015-08-01 | 2017-02-08 | 郑伟 | Artificial river way tree trunk habitat |
| CN110002670A (en) * | 2019-03-29 | 2019-07-12 | 浙江融信环保科技有限公司 | A method of suitable for the synchronous restoration of the ecosystem of Mountain river cities and towns section waterfront |
| CN110040853A (en) * | 2019-03-29 | 2019-07-23 | 浙江融信环保科技有限公司 | A method of suitable for the synchronous restoration of the ecosystem of Mountain river rural area section waterfront |
-
2010
- 2010-07-22 CN CN2010202677108U patent/CN201785290U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102329000A (en) * | 2011-06-08 | 2012-01-25 | 山东建筑大学 | Tandem type riverway water quality improvement and water resource storage adjustment method |
| CN103102013A (en) * | 2011-11-11 | 2013-05-15 | 江苏美尚生态景观股份有限公司 | Method for restoring water quality of ecological wetlands by using composition of aquatic plants |
| CN103408199A (en) * | 2013-08-27 | 2013-11-27 | 吉林省松辽江河治理有限责任公司 | Landscape water comprehensive treatment system and method |
| CN103408199B (en) * | 2013-08-27 | 2014-11-05 | 吉林省松辽江河治理有限责任公司 | Landscape water comprehensive treatment system and method |
| CN106379997A (en) * | 2015-08-01 | 2017-02-08 | 郑伟 | Artificial river way tree trunk habitat |
| CN105540859A (en) * | 2016-01-11 | 2016-05-04 | 镇江新区环境监测站有限公司 | Ectopic and in-situ combined gravel bed water ecological-restoration system |
| CN106192873A (en) * | 2016-07-21 | 2016-12-07 | 广西红树林研究中心 | Island Wetland ecological water-retaining method |
| CN110002670A (en) * | 2019-03-29 | 2019-07-12 | 浙江融信环保科技有限公司 | A method of suitable for the synchronous restoration of the ecosystem of Mountain river cities and towns section waterfront |
| CN110040853A (en) * | 2019-03-29 | 2019-07-23 | 浙江融信环保科技有限公司 | A method of suitable for the synchronous restoration of the ecosystem of Mountain river rural area section waterfront |
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| Date | Code | Title | Description |
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| 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: 20110406 Termination date: 20160722 |
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| CF01 | Termination of patent right due to non-payment of annual fee |