CN208545198U - A kind of novel zero power artificial swamp oxygenate apparatus - Google Patents
A kind of novel zero power artificial swamp oxygenate apparatus Download PDFInfo
- Publication number
- CN208545198U CN208545198U CN201821046622.8U CN201821046622U CN208545198U CN 208545198 U CN208545198 U CN 208545198U CN 201821046622 U CN201821046622 U CN 201821046622U CN 208545198 U CN208545198 U CN 208545198U
- Authority
- CN
- China
- Prior art keywords
- metalling
- distributing channel
- artificial swamp
- zero power
- oxygenate apparatus
- 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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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 238000005273 aeration Methods 0.000 claims abstract description 16
- 239000000463 material Substances 0.000 claims abstract description 6
- 239000004746 geotextile Substances 0.000 claims description 10
- 241000196324 Embryophyta Species 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 6
- 238000011144 upstream manufacturing Methods 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 2
- 240000001398 Typha domingensis Species 0.000 claims 1
- 239000011435 rock Substances 0.000 claims 1
- 238000006213 oxygenation reaction Methods 0.000 abstract description 6
- 230000008901 benefit Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 5
- 239000010865 sewage Substances 0.000 description 4
- 230000003750 conditioning effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 241000233948 Typha Species 0.000 description 2
- 238000005276 aerator Methods 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 101000927062 Haematobia irritans exigua Aquaporin Proteins 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 230000004103 aerobic respiration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model relates to a kind of novel zero power artificial swamp oxygenate apparatus, including the first distributing channel and the second distributing channel, first distributing channel two sides canal wall height is different, water inlet pipe is connected in the higher side of canal wall, lower side is equipped with weir plate, the height of second distributing channel is lower than the first distributing channel, it is aeration platform between the side and the second distributing channel of the lower canal wall of first distributing channel, side of second distributing channel far from aeration platform is artificial swamp, artificial swamp includes the leakage preventing structure of bottom and its filling-material structure of top, filling-material structure includes the first metalling from the bottom to top, second metalling and third metalling, collector pipe is equipped between second metalling and third metalling, water distributor is equipped with above third metalling.The utility model has the advantages that forming aeration waterfall using nature height difference, drop comes together in distributing channel, is evenly arranged in subsurface flow wetland system by water distributor, realizes the unpowered oxygenation of artificial swamp.
Description
Technical field
The utility model relates to artificial swamp fields, and in particular to a kind of novel zero power artificial swamp oxygenate apparatus.
Background technique
Currently, artificial wet land treating system is few as one-time investment, operating cost is cheap, convenient for operation, is easily managed,
Ecological treatment system with good treatment effect has in terms of the sewage treatment of samll cities and towns and has great advantage, but artificial swamp
Some problems are also exposed in application process, this restrict the performances of artificial swamp function, wherein influenced vulnerable to climate temperature,
Take up a large area, matrix is easy blocking, the problems such as oxygen in water is insufficient, these problems all reduce manually to a certain extent
The clean-up effect of Wetlands on Wastewater, or even constrain the development of wetland.The content of dissolved oxygen in these factors in water body is right
Larger restrictive function is played in the extensive use of artificial swamp.Wetland Environment is a kind of harsh adverse circumstance for many biologies, most
Harsh condition is wetland soil anoxic, and under anoxic conditions, biology is difficult to carry out normal aerobic respiration, and Partial Wetland is solution
Certainly this problem adds aerator in wetland front end, but considers the factor of rural economy, and aerator can be brought to locality
Very big financial burden, Partial Wetland are to increase oxidation effect, reduce the depth of water in the design, but under same treatment effect, water
Deep lower, artificial swamp occupied area is bigger.
It is artificial that existing Chinese patent document CN201410565330.5 discloses a kind of high depth composite underflow of drop oxygenation-
Application method of the wetland technology in rural domestic sewage treatment, main technical schemes are as follows: by life in the countryside raw water through grid
After processing, it is sent into conditioning tank, after conditioning tank is handled, sludge enters sludge-tank, and outward transport disposition after processing, after conditioning tank
Sewage enter drop Landscape Facilities, through drop Landscape Facilities processing after, into the high depth composite underflow Manual moist of drop oxygenation-
Ground system (abbreviation wetland, OHSFS), treated, and sewage reaches emission request, is discharged or recycles；With the utility model
Scheme is different.
Utility model content
The purpose of this utility model is to solve the above problems, and provides a kind of novel zero power artificial swamp oxygenate apparatus, benefit
Water distribution uniformity is realized with weir plate, forms aeration waterfall using nature height difference, drop comes together in distributing channel, uniform by water distributor
It is arranged in subsurface flow wetland system, realizes the unpowered oxygenation of artificial swamp.
To achieve the above object, the utility model provides the following technical solutions:
A kind of novel zero power artificial swamp oxygenate apparatus, including the first distributing channel and the second distributing channel, described first matches
Water channel two sides canal wall height is different, connects water inlet pipe in the higher side of the canal wall, and lower side is equipped with weir plate, and described the
The height of two distributing channels is lower than the first distributing channel, exposes between the side and the second distributing channel of the lower canal wall of the first distributing channel
Gas platform, side of second distributing channel far from aeration platform is artificial swamp, and the artificial swamp includes the leakage preventing structure of bottom
And its filling-material structure of top, the filling-material structure include the first metalling, the second metalling and third metalling from the bottom to top,
Collector pipe is equipped between second metalling and third metalling, the third metalling kind has wetland plant, and its top
Equipped with water distributor.
Further, the leakage preventing structure includes fill stratum, C15 bed course, antiseepage film and geotextiles from the bottom to top.
Further, the upstream of the aeration platform and downstream difference in height are 500mm, and the weir plate is using 5mm thick steel plate
The triangle weir plate being process, is provided with the preformed hole for fixing weir plate thereon.
Further, the rubble that first metalling uses is 15-30mm, with a thickness of 300mm；Second metalling
The rubble used is 8-15mm, with a thickness of 400mm；The rubble that third metalling uses is 4-8mm, with a thickness of 300mm.
Preferably, the water distributor and collector pipe are all made of the geotextiles package of 100g/ ㎡.
Preferably, the fill stratum of the leakage preventing structure, by layered rolling and compacting, compacting factor > 95% is described
C15 bed course is 100mm thick, and the antiseepage film is 1.0mmHDPE antiseepage film, and the geotextiles are the geotextiles of 200g/ ㎡.
Preferably, the wetland plant is cattail.
The utility model has the beneficial effects that:
The utility model realizes that water distribution uniformity, the aeration platform that setting upstream and downstream height difference are 500mm utilize using weir plate
Natural height difference forms aeration waterfall, and drop comes together in distributing channel, is evenly arranged in subsurface flow wetland system by water distributor, real
The unpowered oxygenation of existing artificial swamp.Compared with existing oxygenation technology, there is better economy, and same state of arts
Under, the area of wetland does not increase.
Detailed description of the invention
In order to illustrate more clearly of the utility model embodiment technical solution, will make below to required in embodiment description
Attached drawing is briefly described, it should be apparent that, the accompanying drawings in the following description is only the utility model in order to more clearly
Illustrate the utility model embodiment or technical solution in the prior art, for those of ordinary skill in the art, is not paying
Out under the premise of creative work, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the principle of device schematic diagram of the utility model；
Fig. 2 is the utility model weir plate structural schematic diagram；
Fig. 3 is that the utility model is aerated platform structural schematic diagram.
Specific embodiment
The novel zero power artificial swamp oxygenate apparatus of one kind as shown in Figs. 1-3, including the first distributing channel 1 and the second water distribution
Canal 2 is formed using brick, and first distributing channel, 1 two sides canal wall height is different, the higher side of canal wall connect into
Water pipe 3, lower side are equipped with weir plate 4, play the role of uniform water distribution.The height of second distributing channel 2 is matched lower than first
Water channel 1 is aeration platform 5, second distributing channel 2 between the side and the second distributing channel 2 of the lower canal wall of first distributing channel 1
Side far from aeration platform 5 is artificial swamp, and the artificial swamp includes the leakage preventing structure 10 of bottom and its filler knot of top
Structure, the filling-material structure include the first metalling 6, the second metalling 7 and third metalling 8, second rubble from the bottom to top
Collector pipe 11 is equipped between layer 7 and third metalling 8,8 kinds of the third metalling has wetland plant 12, and its top is equipped with cloth
Water pipe 9；The leakage preventing structure 10 includes plain fill from the bottom to top, and layered rolling, compacting, compacting factor > 95%, 100mm are thick
C15 bed course, 1.0mmHDPE antiseepage film and 200g/ ㎡ geotextiles.
Further, the upstream of the aeration platform 5 and downstream difference in height are 500mm, and the weir plate 4 is using 5mm thickness steel
The triangle weir plate that plate is process is provided with the preformed hole 41 for fixing weir plate 4 thereon.
Further, the rubble that first metalling 6 uses is 15-30mm, with a thickness of 300mm；Second rubble
The rubble that layer 7 uses is 8-15mm, with a thickness of 400mm；The rubble that third metalling 8 uses is 4-8mm, with a thickness of 300mm.
Preferably, the water distributor 9 and collector pipe 11 are all made of the geotextiles package of 100g/ ㎡, play water distribution and catchment
Effect.
Preferably, the wetland plant 12 is cattail, dirt-removing power is strong.
The utility model realizes water distribution uniformity, the brick aeration platform that setting upstream and downstream height difference are 500mm using weir plate 4
5, aeration waterfall is formed using nature height difference, drop comes together in distributing channel, is evenly arranged in current wetland system by water distributor 9
In system, the unpowered oxygenation of artificial swamp is realized.Compared with existing oxygenation technology, there is better economy, and same work
Under skill situation, the area of wetland does not increase.
The content not being described in detail in the utility model is the prior art.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (7)
1. a kind of novel zero power artificial swamp oxygenate apparatus, which is characterized in that including the first distributing channel (1) and the second distributing channel
(2), the first distributing channel (1) two sides canal wall height is different, lower in higher side connection water inlet pipe (3) of the canal wall
Side be equipped with weir plate (4), the height of second distributing channel (2) is lower than the first distributing channel (1), first distributing channel (1)
It is aeration platform (5) between the side and the second distributing channel (2) of lower canal wall, second distributing channel (2) is far from aeration platform (5)
Side is artificial swamp, and the artificial swamp includes the leakage preventing structure (10) of bottom and its filling-material structure of top, the filler
Structure includes the first metalling (6), the second metalling (7) and third metalling (8), second metalling (7) from the bottom to top
And collector pipe (11) are equipped between third metalling (8), third metalling (8) kind has wetland plant (12), and its top
Equipped with water distributor (9).
2. the novel zero power artificial swamp oxygenate apparatus of one kind according to claim 1, which is characterized in that the antiseepage knot
Structure (10) includes fill stratum, C15 bed course, antiseepage film and geotextiles from the bottom to top.
3. the novel zero power artificial swamp oxygenate apparatus of one kind according to claim 1, which is characterized in that the aeration platform
(5) upstream and downstream difference in height is 500mm, and the weir plate (4) is the triangle weir plate being process using 5mm thick steel plate,
On be provided with preformed hole (41) for fixing weir plate (4).
4. the novel zero power artificial swamp oxygenate apparatus of one kind according to claim 1, which is characterized in that described first is broken
The rubble that rock layers (6) use is 15-30mm, with a thickness of 300mm；The rubble that second metalling (7) uses is thick for 8-15mm
Degree is 400mm；The rubble that third metalling (8) uses is 4-8mm, with a thickness of 300mm.
5. the novel zero power artificial swamp oxygenate apparatus of one kind according to claim 1, which is characterized in that the water distributor
(9) and collector pipe (11) be all made of 100g/ ㎡ geotextiles package.
6. the novel zero power artificial swamp oxygenate apparatus of one kind according to claim 2, which is characterized in that the antiseepage knot
The fill stratum of structure (10) is 100mm thick, the antiseepage by layered rolling and compacting, compacting factor > 95%, the C15 bed course
Film is 1.0mmHDPE antiseepage film, and the geotextiles are the geotextiles of 200g/ ㎡.
7. the novel zero power artificial swamp oxygenate apparatus of one kind according to any one of claims 1 to 6, which is characterized in that
The wetland plant (12) is cattail.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821046622.8U CN208545198U (en) | 2018-07-04 | 2018-07-04 | A kind of novel zero power artificial swamp oxygenate apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821046622.8U CN208545198U (en) | 2018-07-04 | 2018-07-04 | A kind of novel zero power artificial swamp oxygenate apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208545198U true CN208545198U (en) | 2019-02-26 |
Family
ID=65422380
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821046622.8U Expired - Fee Related CN208545198U (en) | 2018-07-04 | 2018-07-04 | A kind of novel zero power artificial swamp oxygenate apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208545198U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110054369A (en) * | 2019-05-31 | 2019-07-26 | 山东大学 | A kind of pair of oil recovery high-salt sewage artificial swamp Ecological design realizes the method run at standard in winter |
-
2018
- 2018-07-04 CN CN201821046622.8U patent/CN208545198U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110054369A (en) * | 2019-05-31 | 2019-07-26 | 山东大学 | A kind of pair of oil recovery high-salt sewage artificial swamp Ecological design realizes the method run at standard in winter |
| CN110054369B (en) * | 2019-05-31 | 2020-05-12 | 山东大学 | Method for achieving standard operation in winter by ecological configuration of oil extraction high-salinity sewage constructed wetland |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220819 Address after: Room B111, 5th floor, Qujiang campus, Jiaotong University, 99 Yanxiang Road, Yanta District, Xi'an City, Shaanxi Province, 710000 Patentee after: SHAANXI HUACHENG INDUSTRIAL Co.,Ltd. Address before: Room 108-E, Building 5, Qujiang Campus, Jiaotong University, No. 99, Yanxiang Road, Yanta District, Xi'an City, Shaanxi Province 710000 Patentee before: SHAANXI YAOKUN ENVIRONMENTAL EQUIPMENT Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190226 |