CN206590964U - A kind of novel water course combined artificial wetland - Google Patents
A kind of novel water course combined artificial wetland Download PDFInfo
- Publication number
- CN206590964U CN206590964U CN201720260728.7U CN201720260728U CN206590964U CN 206590964 U CN206590964 U CN 206590964U CN 201720260728 U CN201720260728 U CN 201720260728U CN 206590964 U CN206590964 U CN 206590964U
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- grade
- wetland
- combined
- wetland bed
- bed
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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
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
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- Biological Treatment Of Waste Water (AREA)
- Water Treatment By Sorption (AREA)
Abstract
The utility model discloses a kind of novel water course combined artificial wetland, body (1) including integrally formed open top type structure, vertical sedimentation tank (2) is disposed with body (1), inside set the sump (6) of submersible sewage pump (7), I grade is combined wetland bed (10), II grade of compound wetland bed (11) and clear water reserviors (12), water inlet (3) is connected with the central draft tube (4) being arranged in vertical sedimentation tank (2), I grade is combined wetland bed (10) and II grade compound wetland bed (11) and includes twice filtering layer, first layer filtering layer includes the filter cotton (8) of front side and the dense mesh (9) of rear side, second layer filtering layer is to be arranged on the manganese sand material filler on rear side of dense mesh (9), clear water reserviors (12) add measuring pump (13) by pipeline and algicide and are connected.The beneficial effects of the utility model：Install simple, small volume, purification is efficiently notable.
Description
Technical field
The utility model is related to a kind of riverway water quality purification processing unit in environmentally friendly sciemtifec and technical sphere, more particularly to a kind of new
Type river course combined artificial wetland.
Background technology
Due to the sewage discharge of river course upstream, cause to contain substantial amounts of organic pollution, solid suspension, N, P in river
Deng pollutant, severe contamination river course, river course downstream water loses use value.For pollution intensity is big, pollutant concentration is concentrated
Cities and towns, industrial wastewater, conventional sewage processing method point physical method, chemical method and bioanalysis, but these methods are used for river
There is the defects such as treating capacity deficiency, cost height in water process.And physics, chemistry and life are passed through with the collaboration of matrix, plant and microorganism
Thing effect carries out the artificial swamp of sewage disposal, has the advantages that small investment, energy consumption are low, management is convenient, attractive in appearance, becomes at present
Purify a kind of effective ways of river water quality.But the construction of existing artificial swamp is complicated, operation inconvenience, installation rate is slow, leads
Cause construction cost high；In addition, filler plays an important roll to the filtering function in artificial swamp, existing artificial swamp is used mostly
Gravel, coarse sand etc. filter to need to be improved in terms of filler, but heavy metal element of these fillers in absorption, filtering water
It is not thorough.
Utility model content
Needed for defect present in existing waterway water quality purifying treater and reality, the utility model provides a kind of
Novel water course combined artificial wetland.
To achieve these goals, the measure that the utility model is taken：
River water inlet and delivery port, body are provided with a kind of novel water course combined artificial wetland, including body, body
It is placed in river course, the periphery of body is provided with mao bamboon stake safeguard structure, the open top type structure that body is formed in one, body
Inside be disposed with vertical sedimentation tank, downflow weir, the sump for being internally provided with submersible sewage pump, I grade it is compound it is wetland bed, II grade be combined
Wetland bed and clear water reserviors, water inlet is connected with the central draft tube being arranged in vertical sedimentation tank, can plant aquatic vegetable or
I grade of emergent aquactic plant it is compound wetland bed and II grade it is compound it is wetland bed include twice filtering layer, first layer filtering layer includes close mesh steel wire
Net and the filter cotton being connected on front side of dense mesh, second layer filtering layer is that the manganese sand material matter being arranged on rear side of dense mesh is filled out
Material, the clear water reserviors for being provided with delivery port add measuring pump by pipeline and algicide and are connected；
Described I grade it is compound it is wetland bed in manganese sand grains footpath be 1.2-2.0mm, II grade it is compound it is wetland bed in manganese sand grains footpath be
0.6-1.2mm；
It is provided with the solar panels with battery on the body, submersible sewage pump and algicide add measuring pump and battery
Electrical connection；
The body is that the top for once making into 5500mm × 1500mm × 1500mm by hand using 8mm fiberglass is opened
Mouth formula structure；
It is CuSO that the algicide, which adds the algicide added in measuring pump,4。
The beneficial effects of the utility model：The problem of efficiently solving sewage draining exit sewage pollution river course now, and integration
The prefabricated BAF integral installation of fiberglass is simple, and body is small, is not take up river course area, and processing is efficient；Water outlet is reachable《It is dirty
Water comprehensive discharge standard》(GB8978-1996) river course is discharged into after the first discharge standard in II pollutant, for river water quality
Long-term purification with maintain have remarkable result.
Brief description of the drawings
Fig. 1 plans of the present utility model；
Fig. 2 A-A profiles of the present utility model.
In figure, 1, body；2nd, vertical sedimentation tank；3rd, water inlet；4th, central draft tube；5th, downflow weir；6th, sump；7th, dive
Dirty pump；8th, filter cotton；9th, dense mesh；10th, I grade it is compound wetland bed；11st, II grade it is compound wetland bed；12nd, clear water reserviors；13rd, remove
Algae agent adds measuring pump；14th, delivery port；15th, the solar panels with battery.
Embodiment
To overcome defect present in existing waterway water quality purifying treater, real needs are met, design is a kind of new
River water inlet 3 and delivery port 14, body are provided with river course combined artificial wetland (as shown in Figure 1, Figure 2), including body 1, body 1
1 is placed in river course, and the periphery of body 1 is provided with mao bamboon stake safeguard structure, the open top type structure that body 1 is formed in one,
Be disposed with body 1 vertical sedimentation tank 2, downflow weir 5, the sump 6 for being internally provided with submersible sewage pump 7, I grade it is compound wetland bed
10th, II grade compound wetland bed 11 and clear water reserviors 12, water inlet 3 are connected with the central draft tube 4 being arranged in vertical sedimentation tank 2
Logical, can plant I grade compound wetland bed 10 and II grade compound wetland bed 11 of aquatic vegetable or emergent aquactic plant includes twice filtering layer,
First layer filtering layer includes dense mesh 9 and is connected to the filter cotton 8 of the front side of dense mesh 9, and second layer filtering layer is to be arranged on
The manganese sand material filler of the rear side of dense mesh 9, the clear water reserviors 12 for being provided with delivery port 14 add meter by pipeline and algicide
Pump 13 is measured to be connected；Manganese sand grains footpath in described I grade compound wetland bed 10 is the manganese in 1.2-2.0mm, II grade compound wetland bed 11
Sand grains footpath is 0.6-1.2mm；The solar panels 15 with battery are provided with the body 1, submersible sewage pump 7 and algicide add meter
Amount pump 13 is connected with storage battery；The body 1 is once to make into 5500mm × 1500mm by hand using 8mm fiberglass
× 1500mm open top type structure；It is CuSO that the algicide, which adds the algicide added in measuring pump 13,4。
Operation principle of the present utility model：River enters vertical sedimentation tank 2, the mud in central draft tube 4 by water inlet 3
Water is separated, and clear water is flowed into sump 6 along downflow weir 5, in sump 6, and river is lifted into I grade by submersible sewage pump 7 and is combined
Wetland bed 10 and II grade compound wetland bed 11, two-stage be combined it is wetland bed constituted by twice filtering layer, first layer filtering layer is by filter cotton 8
Constituted with dense mesh 9, second layer filtering layer is made up of manganese sand filtering material, I grade is combined wetland bed manganese sand grains footpath by 1.2-2.0mm groups
Into II grade is combined wetland bed manganese sand grains footpath and is made up of 0.6-1.2mm, and two-stage is combined wetland bed manganese sand filtering material and played to pollutant
Crown_interception, meanwhile, manganese sand have again except iron, manganese, arsenic function.Last water outlet adds algicide (CuSO4) in clear water reserviors, with
Limpid water outlet flows into river course together, effectively kills the algae in river.The water such as water spinach, oenanthe stolonifera can be planted by being combined on wetland bed
Raw vegetables, can also plant the emergent aquactic plant kind that yellow flag, iris etc. can be gathered in season.Submersible sewage pump and algicide in sump
Add measuring pump to power using solar power generation, without the lifting of another outside power.
The beneficial effects of the utility model：The problem of efficiently solving sewage draining exit sewage pollution river course now, and integration
The prefabricated BAF integral installation of fiberglass is simple, and body is small, is not take up river course area, and processing is efficient；Water outlet is reachable《It is dirty
Water comprehensive discharge standard》(GB8978-1996) river course is discharged into after the first discharge standard in II pollutant, for river water quality
Long-term purification with maintain have remarkable result.
The simple change and replacement of those ordinary skill in the art is all within protection domain of the present utility model.
Claims (4)
1. it is provided with river water inlet (3) and water outlet on a kind of novel water course combined artificial wetland, including body (1), body (1)
Mouth (14), it is characterised in that body (1) is placed in river course, the periphery of body (1) is provided with mao bamboon stake safeguard structure, body (1)
The open top type structure being formed in one, vertical sedimentation tank (2), downflow weir (5), inside are disposed with body (1) and is set
Sump (6), I grade compound wetland bed (10), II grade of compound wetland bed (11) and the clear water reserviors (12) of submersible sewage pump (7) are equipped with, are entered
The mouth of a river (3) is connected with the central draft tube (4) being arranged in vertical sedimentation tank (2), can plant aquatic vegetable or emergent aquactic plant
I grade be combined wetland bed (10) and II grade and be combined wetland bed (11) and include twice filtering layer, first layer filtering layer includes close mesh steel wire
Net (9) and the filter cotton (8) being connected on front side of dense mesh (9), second layer filtering layer are to be arranged on rear side of dense mesh (9)
Manganese sand material filler, the clear water reserviors (12) for being provided with delivery port (14) add measuring pump (13) phase by pipeline and algicide
Even.
2. a kind of novel water course combined artificial wetland according to claim 1, it is characterised in that I grade of compound wetland
Manganese sand grains footpath in bed (10) is 1.2-2.0mm, and II grade of manganese sand grains footpath being combined in wetland bed (11) is 0.6-1.2mm.
3. a kind of novel water course combined artificial wetland according to claim 1 or 2, it is characterised in that on the body (1)
The solar panels (15) with battery are provided with, submersible sewage pump (7) and algicide add measuring pump (13) and be connected with storage battery.
4. a kind of novel water course combined artificial wetland according to claim 3, it is characterised in that the body (1) is to adopt
Once make into 5500mm × 1500mm × 1500mm open top type structure by hand with 8mm fiberglass.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720260728.7U CN206590964U (en) | 2017-03-18 | 2017-03-18 | A kind of novel water course combined artificial wetland |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720260728.7U CN206590964U (en) | 2017-03-18 | 2017-03-18 | A kind of novel water course combined artificial wetland |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206590964U true CN206590964U (en) | 2017-10-27 |
Family
ID=60125187
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720260728.7U Expired - Fee Related CN206590964U (en) | 2017-03-18 | 2017-03-18 | A kind of novel water course combined artificial wetland |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206590964U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112362801A (en) * | 2020-11-06 | 2021-02-12 | 四川清和科技有限公司 | Device for rapidly detecting algae removal effect |
-
2017
- 2017-03-18 CN CN201720260728.7U patent/CN206590964U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112362801A (en) * | 2020-11-06 | 2021-02-12 | 四川清和科技有限公司 | Device for rapidly detecting algae removal effect |
| CN112362801B (en) * | 2020-11-06 | 2022-01-28 | 四川清和科技有限公司 | Device for rapidly detecting algae removal effect |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171027 Termination date: 20200318 |