CN201850196U - River water purifying system - Google Patents
River water purifying system Download PDFInfo
- Publication number
- CN201850196U CN201850196U CN2010205612143U CN201020561214U CN201850196U CN 201850196 U CN201850196 U CN 201850196U CN 2010205612143 U CN2010205612143 U CN 2010205612143U CN 201020561214 U CN201020561214 U CN 201020561214U CN 201850196 U CN201850196 U CN 201850196U
- Authority
- CN
- China
- Prior art keywords
- river
- river course
- pool
- river channel
- ecological
- 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
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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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/40—Protecting water resources
- Y02A20/402—River restoration
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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
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model provides a technical scheme of a river water purifying system. The system with the scheme includes a rubber dam arranged in a river channel, and is characterized in that an ecological retention pond is arranged on the upper portion of the rubber dam, a river channel retention pond is disposed on the upper portion of the ecological retention pond, surface-flow artificial wetlands are arranged on two sides of the river channel retention pond, a biological dam is disposed on the upper portion of the river channel retention pond and consists of a biological zone and a micro-porous aeration pipe which are fixed in the river channel, one side of the river channel is provided with ecological vegetation protecting slope, and the other side of the river channel is provided with glass paving block protecting slope. The purifying system with the scheme accelerates ecological restoration process of a restored river basin, improves water and ecological environments, and has a certain impoundment function.
Description
Technical field
The utility model relates to a kind of water purification system, especially a kind of water quality of river purification system.
Background technology
At present, because a large amount of dischargings of sanitary sewage, industrial sewage, urban storm runoff and agricultural effluent etc., make the natural ecological environment of a lot of rivers and lake region suffer serious destruction, ecological functions are 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 a kind of technical scheme of water quality of river purification system is provided, the purification system of this scheme accelerates to reply the ecological recovery process in river basin, improve water quality and ecotope, can also play certain retaining effect.
This programme is realized by following technical measures: a kind of water quality of river purification system, comprise the rubber dam that is arranged in the river course, the characteristics of this programme are: the top of described rubber dam is provided with the ecostagnation pool, be provided with the river course on the top on the ecostagnation pool and be detained the pool, the both sides of being detained the pool in described river course are provided with the surface current artificial wetland, biological dam is arranged at the top that described river course is detained the pool, described biological dam comprises biozone and the micropore aeration pipe that is fixed in the river course, side in described river course is provided with the ecological vegetation bank protection, the opposite side in river course is provided with careless brick bank protection, the gradient of described careless brick bank protection is 1:2.5, in addition, also be provided with the water conditioning district in the river course delay pool.
Described surface current artificial wetland's the degree of depth is h, 0.4m≤h≤0.6m.
The beneficial effect of this programme can be learnt according to the narration to such scheme, because the provided upstream in river course is equipped with biological dam in this scheme, biozone and micropore aeration pipe that intrinsic viable bacteria water purification agent is arranged in the biological dam, pour pressurized air with gas blower 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.
River is flowed through the river course when being detained the pool and river course and being detained the surface current artificial wetland of both sides on the pool, the combined action of water-fast plant, microorganism and soil by the surface current artificial wetland, remove pollutants in sewage, thereby purify water, plant in the delay pool, river course and be implanted with multiple waterplant, improve the self-purification capacity of river, strengthen the cleaning action of water quality, surface current artificial wetland's the degree of depth is h, and 0.4m≤h≤0.6m helps the growth of waterplant.The river course is detained the water conditioning district that relies in addition in the pool through the foundation such as bridge in river, plants planting submerged plant or emergent in the stable region, throws in some hydrocoles, improves the diversity of the ecosystem.
Dispose the plant that different waterplant and algae etc. have detergent power in the ecostagnation pool of rubber dam top, realize reduction major part removal, part organic pollutant, NH3-N and the P of suspended substance in the sewage.
The river course is subject to the one side that water washes away and is provided with careless brick bank protection, makes bank stability, in the one side that not washed away by water the ecological vegetation bank protection is set.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.
Among the figure, 1 is rubber dam, and 2 is the ecostagnation pool, and 3 for the river course is detained the pool, and 4 is the surface current artificial wetland, and 5 is biological dam, and 6 is micropore aeration pipe, and 7 is the biozone, and 8 is careless brick bank protection, and 9 is ecological slope vegetation protection, and 10 is the water conditioning district, and 11 is bridge.
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, a kind of water quality of river purification system of this programme, comprise the rubber dam 1 that is arranged in the river course, the top of described rubber dam 1 is provided with the ecostagnation pool 2, be provided with the river course on the top on the ecostagnation pool 2 and be detained the pool 3, the both sides of being detained the pool 3 in described river course are provided with surface current artificial wetland 4, biological dam 5 is arranged at the top that described river course is detained the pool 3, described biological dam 5 comprises the biozone 7 that is fixed on the strip in the river course and netted micropore aeration pipe 6, side in described river course is provided with ecological vegetation bank protection 9, the opposite side in river course is provided with careless brick bank protection 8, the gradient of described careless brick bank protection 8 is 1:2.5, in addition, the river course is detained the water conditioning district 10 that relies on bridge 11 to be provided with in the pool 3 in addition.Described surface current artificial wetland's 4 the degree of depth is h=0.5m.
Claims (2)
1. water quality of river purification system, comprise the rubber dam that is arranged in the river course, it is characterized in that: the top of described rubber dam is provided with the ecostagnation pool, be provided with the river course on the top on the ecostagnation pool and be detained the pool, the both sides of being detained the pool in described river course are provided with the surface current artificial wetland, biological dam is arranged at the top that described river course is detained the pool, described biological dam comprises biozone and the micropore aeration pipe that is fixed in the river course, side in described river course is provided with the ecological vegetation bank protection, the opposite side in river course is provided with careless brick bank protection, the gradient of described careless brick bank protection is 1:2.5, and in addition, the river course also is provided with the water conditioning district in the delay pool.
2. water quality of river purification system according to claim 1 is characterized in that: described surface current artificial wetland's the degree of depth is h, 0.4m≤h≤0.6m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205612143U CN201850196U (en) | 2010-10-14 | 2010-10-14 | River water purifying system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205612143U CN201850196U (en) | 2010-10-14 | 2010-10-14 | River water purifying system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201850196U true CN201850196U (en) | 2011-06-01 |
Family
ID=44092597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205612143U Expired - Fee Related CN201850196U (en) | 2010-10-14 | 2010-10-14 | River water purifying system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201850196U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410124A (en) * | 2013-08-23 | 2013-11-27 | 中国科学院东北地理与农业生态研究所 | Method for constructing ecological intercepting dams capable of improving wet land water levels |
| CN107806062A (en) * | 2017-11-01 | 2018-03-16 | 江苏飞鱼环保科技有限公司 | A kind of biofiltration bank protection and its construction method for river corridor restoration |
| CN109231498A (en) * | 2018-11-05 | 2019-01-18 | 杨德俊 | A method of utilizing biological film process organic sewage |
| CN109319947A (en) * | 2018-11-05 | 2019-02-12 | 杨德俊 | A kind of biofilm reactor |
| CN113046215A (en) * | 2021-03-23 | 2021-06-29 | 中山市环保产业有限公司 | Process for fixing microorganisms |
-
2010
- 2010-10-14 CN CN2010205612143U patent/CN201850196U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410124A (en) * | 2013-08-23 | 2013-11-27 | 中国科学院东北地理与农业生态研究所 | Method for constructing ecological intercepting dams capable of improving wet land water levels |
| CN107806062A (en) * | 2017-11-01 | 2018-03-16 | 江苏飞鱼环保科技有限公司 | A kind of biofiltration bank protection and its construction method for river corridor restoration |
| CN107806062B (en) * | 2017-11-01 | 2020-04-14 | 江苏飞鱼环保科技有限公司 | Construction method of biological filtration slope protection for riverway restoration |
| CN109231498A (en) * | 2018-11-05 | 2019-01-18 | 杨德俊 | A method of utilizing biological film process organic sewage |
| CN109319947A (en) * | 2018-11-05 | 2019-02-12 | 杨德俊 | A kind of biofilm reactor |
| CN113046215A (en) * | 2021-03-23 | 2021-06-29 | 中山市环保产业有限公司 | Process for fixing microorganisms |
| CN113046215B (en) * | 2021-03-23 | 2024-04-02 | 中山市环保产业有限公司 | Process for fixing microorganisms |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110601 Termination date: 20161014 |