CN201850179U - Water quality purifying system of constructed wetland at river estuary - Google Patents
Water quality purifying system of constructed wetland at river estuary Download PDFInfo
- Publication number
- CN201850179U CN201850179U CN2010205612139U CN201020561213U CN201850179U CN 201850179 U CN201850179 U CN 201850179U CN 2010205612139 U CN2010205612139 U CN 2010205612139U CN 201020561213 U CN201020561213 U CN 201020561213U CN 201850179 U CN201850179 U CN 201850179U
- Authority
- CN
- China
- Prior art keywords
- river
- surface current
- wetland
- current artificial
- lake
- 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
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
- Revetment (AREA)
Abstract
The utility model provides a technical scheme for a water quality purifying system of a constructed wetland at a river estuary. The water quality purifying system of the technical scheme comprises a rubber dam arranged in an upstream river way of the river estuary and an ecological retention pond arranged at the upstream of the rubber dam, wherein a multi-stage surface flow constructed wetland is arranged at the outer side of the river way at the downstream of the rubber dam, and the ecological retention pond offers water to the surface flow constructed wetland; and the upstream of the surface flow constructed wetland is provided with a water distributing ditch, the downstream of the surface flow constructed wetland is provided with a water outlet ditch, and ecological protection slopes are arranged at two sides of the surface flow constructed wetland. The system of the scheme treats the pollution of each river flowing into a lake region, so that the quality of the water flowing into the lake region can be guaranteed, the self-purifying capability of the river water drainage basin can be improved, and the ecological environment of the river water drainage basin can be recovered.
Description
Technical field
The utility model relates to a kind of water purification system, especially exit of a lake artificial wet land water quality purification system is gone in the river.
Background technology
In the prior art, technique known is because industrial and agricultural production, sanitary sewage blowdown and artificial excessively exploitation, the natural ecological environment of some lake regions has been subjected to serious destruction, ecological functions and has also degenerated accordingly, self-purification capacity is had a strong impact on, and 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 river to go into the technical scheme of exit of a lake artificial wet land water quality purification system, the system of this scheme imports the river pollution treatment with each bar, assurance enters the water quality of lake region, and can improve the self-purification capacity in river basin, recover the ecotope in river basin.
This programme is realized by following technical measures: exit of a lake artificial wet land water quality purification system is gone in the river, comprise that being arranged on the river goes into the rubber dam in the upper river, the exit of a lake and the ecostagnation pool of rubber dam upstream, the characteristics of this programme are: arranged outside has multistage surface current artificial wetland in the river course in rubber dam downstream, supplies water to the surface current artificial wetland in the described ecostagnation pool; Described surface current artificial wetland's provided upstream is equipped with distributing flue, and surface current artificial wetland's downstream is provided with out water channel, is provided with ecological revetment in surface current artificial wetland's both sides.
The described ecostagnation pool wears the dike culvert pipe by first and supply canal supplies water for multistage surface current artificial wetland's distributing flue, and described first wears the dike culvert pipe is provided with first valve.
Be provided with partition wall between described multistage surface current artificial wetland's surface current artificial wetland, be provided with the wetland culvert pipe of communicating surface person who lives in exile worker wetland in the partition wall.
Describedly go out water channel and wear the dike culvert pipe by second and be communicated with the river course, described second wears second valve is set on the dike culvert pipe.The described downstream that goes out water channel is provided with dykes and dams.
The beneficial effect of this programme can be learnt according to the narration to such scheme, because the river course arranged outside in the downstream of rubber dam in this scheme has multistage surface current artificial wetland, the ecostagnation pool of rubber dam upstream wears the dike culvert pipe by first and supply canal supplies water for multistage surface current artificial wetland's distributing flue, then the water on the ecostagnation pool can flow out water up to standard at last through multistage surface current artificial wetland's purification; First wears the dike culvert pipe is provided with first valve, can control the water yield that flows into the surface current artificial wetland; Surface current artificial wetland's provided upstream is equipped with distributing flue, adopts canal weir overflow water distribution, guarantees that water is evenly distributed in the surface current artificial wetland; Surface current artificial wetland's downstream is provided with out water channel, goes out water channel and wears the dike culvert pipe by second and be communicated with the river course, and described second wears second valve is set on the dike culvert pipe, the water that purifies can be flowed into the river course, and then flow into the lake; Both sides the surface current artificial wetland are provided with ecological revetment, and vegetation system is arranged on the ecological revetment, can prevent sewage outflow, and can water conservation, strengthen the self-purification capacity of water body; The downstream that goes out water channel is provided with dykes and dams, can prevent that water from flowing out wetland.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 enlarged diagram of A among Fig. 1.
Among the figure, 1 is rubber dam, and 2 is the ecostagnation pool, 3 is the surface current artificial wetland, and 4 is distributing flue, and 5 for going out water channel, 6 is ecological revetment, and 7 is first to wear the dike culvert pipe, and 8 is supply canal, 9 is first valve, and 10 is partition wall, and 11 is the wetland culvert pipe, 12 is second to wear the dike culvert pipe, 13 is second valve, and 14 is dykes and dams, and 15 is the river course.
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, exit of a lake artificial wet land water quality purification system is gone in the river of this programme, comprise that being arranged on the river goes into the rubber dam 1 in the upper river, the exit of a lake and the ecostagnation pool 2 of rubber dam 1 upstream, 15 arranged outside have multistage surface current artificial wetland 3 in the river course in rubber dam 1 downstream, surface current artificial wetland 3 is a level Four in the present embodiment, and the described ecostagnation pool 2 supplies water for surface current artificial wetland 3; Described surface current artificial wetland's 3 provided upstream is equipped with distributing flue 4, and surface current artificial wetland 3 downstream is provided with out water channel 5, is provided with ecological revetment 6 in surface current artificial wetland 3 both sides.
The described ecostagnation pool 2 wears dike culvert pipe 7 by first and supply canal 8 supplies water for multistage surface current artificial wetland's 3 distributing flue 4, and described first wears dike culvert pipe 7 is provided with first valve 9.
3 of the level Four surface current artificial wetland's 3 of this programme surface current artificial wetlands are provided with partition wall 10, are provided with the wetland culvert pipe 11 of communicating surface person who lives in exile worker wetland 3 in the partition wall 10.
Describedly go out water channel 5 and wear dike culvert pipe 12 by second and be communicated with river course 15, described second wears second valve 13 is set on the dike culvert pipe 12.The described downstream that goes out water channel 5 is provided with dykes and dams 14.
Claims (5)
1. exit of a lake artificial wet land water quality purification system is gone in the river, comprise that being arranged on the river goes into the rubber dam in the upper river, the exit of a lake and the ecostagnation pool of rubber dam upstream, it is characterized in that: arranged outside has multistage surface current artificial wetland in the river course in rubber dam downstream, supplies water to the surface current artificial wetland in the described ecostagnation pool; Described surface current artificial wetland's provided upstream is equipped with distributing flue, and surface current artificial wetland's downstream is provided with out water channel, is provided with ecological revetment in surface current artificial wetland's both sides.
2. exit of a lake artificial wet land water quality purification system is gone in river according to claim 1, it is characterized in that: the described ecostagnation pool wears the dike culvert pipe by first and supply canal supplies water for multistage surface current artificial wetland's distributing flue, and described first wears the dike culvert pipe is provided with first valve.
3. exit of a lake artificial wet land water quality purification system is gone in river according to claim 1, it is characterized in that: be provided with partition wall between described multistage surface current artificial wetland's surface current artificial wetland, be provided with the wetland culvert pipe of communicating surface person who lives in exile worker wetland in the partition wall.
4. exit of a lake artificial wet land water quality purification system is gone in river according to claim 1, it is characterized in that: describedly go out water channel and wear the dike culvert pipe by second and be communicated with the river course, described second wears second valve is set on the dike culvert pipe.
5. exit of a lake artificial wet land water quality purification system is gone in river according to claim 1, it is characterized in that: the described downstream that goes out water channel is provided with dykes and dams.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205612139U CN201850179U (en) | 2010-10-14 | 2010-10-14 | Water quality purifying system of constructed wetland at river estuary |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205612139U CN201850179U (en) | 2010-10-14 | 2010-10-14 | Water quality purifying system of constructed wetland at river estuary |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201850179U true CN201850179U (en) | 2011-06-01 |
Family
ID=44092580
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010205612139U Expired - Fee Related CN201850179U (en) | 2010-10-14 | 2010-10-14 | Water quality purifying system of constructed wetland at river estuary |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201850179U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103058463A (en) * | 2013-01-14 | 2013-04-24 | 环境保护部华南环境科学研究所 | Continuous purifying system for bay water quality as well as treatment method and application thereof |
CN104310592A (en) * | 2014-11-12 | 2015-01-28 | 临沂大学 | Artificial wetland treatment system for diversion and purification of river at lake inlet in northern area |
CN109650549A (en) * | 2019-02-19 | 2019-04-19 | 北京林业大学 | A kind of river mouth artificial wet land system of purifying river water quality |
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 |
CN110642384A (en) * | 2019-09-05 | 2020-01-03 | 郑州大学 | Artificial wetland system for reducing river beach and platform land pollution |
-
2010
- 2010-10-14 CN CN2010205612139U patent/CN201850179U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103058463A (en) * | 2013-01-14 | 2013-04-24 | 环境保护部华南环境科学研究所 | Continuous purifying system for bay water quality as well as treatment method and application thereof |
CN103058463B (en) * | 2013-01-14 | 2014-07-16 | 环境保护部华南环境科学研究所 | Continuous purifying system for bay water quality as well as treatment method and application thereof |
CN104310592A (en) * | 2014-11-12 | 2015-01-28 | 临沂大学 | Artificial wetland treatment system for diversion and purification of river at lake inlet in northern area |
CN104310592B (en) * | 2014-11-12 | 2016-04-20 | 临沂大学 | A kind of northern area enters river, exit of a lake shunting purification artificial wet land treating system |
CN109650549A (en) * | 2019-02-19 | 2019-04-19 | 北京林业大学 | A kind of river mouth artificial wet land system of purifying river water quality |
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 |
CN110642384A (en) * | 2019-09-05 | 2020-01-03 | 郑州大学 | Artificial wetland system for reducing river beach and platform land pollution |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204151144U (en) | The artificial wet land treating system of river training water quality | |
CN102976546B (en) | Bypass offline river purifying method and purifying system | |
WO2016119298A1 (en) | Water-saving and pollution-reducing method for water circulation use in irrigation and drainage coupled ecological irrigation district in flat areas | |
CN100572303C (en) | The ecological decontaminating type combination stream channel wet land system forming method | |
CN100467398C (en) | City ditch polluted water in situ ecological purifying processing device | |
CN102583759B (en) | Cascaded combined-flow artificial wetland system and sewage ecological purifying method thereof | |
CN201850179U (en) | Water quality purifying system of constructed wetland at river estuary | |
CN205222816U (en) | City river says that quick oneself of rainwater purifies combination dam system | |
CN105217798B (en) | A kind of self quick purification method of urban river channel rainwater | |
CN107055805A (en) | A kind of control agricultural non-point source pollution and the ditch pool integrated system and its application method of purifying river water | |
CN107055941A (en) | A kind of river channel ecology governing system and the method for application river channel ecology governing system progress river regulation | |
CN107973494B (en) | Lake-entering river channel water quality purification and water resource recycling system | |
CN105236501A (en) | Method for preventing and treating plain river network area farmland non-point source pollution through channel and pond system | |
CN103510487A (en) | Landscape hydraulic drop structure with seasonal stream water quality improvement function | |
CN101830564A (en) | Plant pond bed integrally built constructed wetland sewage disposal system | |
CN206538260U (en) | A kind of city river sewage self-cleanse processing system | |
CN105645593A (en) | High-risk urban river water quality safety control and landscaping establishment technique | |
CN203440200U (en) | Multi-stage water quality ecological purification system suitable for shallow narrow mixed water river channel | |
CN101293699A (en) | Riverbed type percolation filtration water quality purification technique for renovation of municipal pollution river water | |
CN109403264A (en) | Rivers and canals enter the method that river mouth sewage treatment facility setting pot uses artificial bend to choke water | |
CN212770305U (en) | Pond wetland system | |
CN104829061A (en) | Ecological wetland and multi-pond combined treatment system beside black foul water river | |
CN207986820U (en) | A kind of in-situ remediation system of black and odorous water | |
CN103306241A (en) | Watercourse and rubber dam water storage system | |
CN105347626A (en) | Trench processing system suitable for purifying southern plateau area farmland return water |
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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110601 Termination date: 20161014 |