CN207294336U - Floating type interim purified in situ device for Drain contamination for river channel mouth - Google Patents
Floating type interim purified in situ device for Drain contamination for river channel mouth Download PDFInfo
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- CN207294336U CN207294336U CN201720349540.XU CN201720349540U CN207294336U CN 207294336 U CN207294336 U CN 207294336U CN 201720349540 U CN201720349540 U CN 201720349540U CN 207294336 U CN207294336 U CN 207294336U
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- floating type
- purified
- river channel
- buoyancy
- channel mouth
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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
- Y02A20/20—Controlling water pollution; Waste water treatment
- Y02A20/208—Off-grid powered water treatment
- Y02A20/212—Solar-powered wastewater sewage treatment, e.g. spray evaporation
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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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- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
It the utility model is related to a kind of floating type interim purified in situ device for Drain contamination for river channel mouth, including solar energy aeration system, buoyancy system, aquatic plant system, floating bed frame support system, combined stuffing system, floating type water purification barrier system；Solar energy aeration system is arranged in buoyancy system；Buoyancy system, combined stuffing system, aquatic plant system are arranged in floating bed frame support system；Floating type water purification barrier system is arranged on below floating bed frame support system.The present apparatus can effectively remove the nutritive salt such as organic pollution materials and the ammonia nitrogen of Sewage outlet discharge using ecological purification technology in situ, while efficiently remove SS.And the present apparatus need not drive piles fixing device, floating type water purification barrier fluctuates according to SEA LEVEL VARIATION, it can effectively prevent rain drop erosion, do not have to connect electricity using solar energy system aeration, operating cost is low, and floor space is small, and cost of investment is low, conveniently moving is dismantled, suitable for the scattered scattered sewage draining exit in river interim purified treatment in situ.
Description
Technical field
It the utility model is related to black-odor riverway to administer and sewage purification field, and in particular to a kind of for Drain contamination for river channel mouth
Floating type interim purified in situ device, belongs to field of environment engineering technology.
Background technology
With the rapid development of economy, the continuous improvement of living standards of the people, river water pollution problems is also outstanding day by day, entirely
There are many black-odor riverways in state, and the main reason for causing river black smelly is to cut dirty pipe network imperfection on the bank, and there are sanitary sewage
Row and rain dirt hybrid junction phenomenon steathily, but some regional sewage draining exits, which cut dirts, receives that pipe plan is opposite to be lagged with black-odor riverway regulation plan,
Many sewage draining exits can not temporarily solve, and therefore, carry out black-odor riverway regulation, consider the interim purification of sewage draining exit and become black smelly at present
Urgent problem to be solved in river regulation.
Mainly there are flower bed type purification tank, sewage draining exit purification tank, purified in situ gallery to the processing mode of Drain contamination for river channel mouth, its
Middle flower bed type purification tank builds collecting-tank by laying bricks or stones in river, and the sanitary sewage of discharge is drawn up with water pump and is handled on the bank, cost of investment
Height is, it is necessary to take river bank space, and the littoral existing existing building in some rivers, no space can use, therefore be applied using the method
Work difficulty is big；Sewage draining exit purification tank sewage draining exit in river builds artificial wetland treatment groove by laying bricks or stones, takes up a large area, it is necessary to periodically arrange
Mud, management difficulty are larger.
Utility model content
The purpose of the utility model is to overcome above-mentioned the shortcomings of the prior art, there is provided one kind is used for Drain contamination for river channel mouth
Floating type interim purified in situ device.The utility model is installed using ecological purification mode along sewage draining exit, and floor space is small, no
With permanent work facility is built, using floating type purification barrier, limited from sewage draining exit revetment form, effectively collect sewage draining exit
Sewage, by being discharged after aeration oxygen replenishing, catalytic oxidation and plant absorption after purifying barrier advanced treating, treatment effeciency is high,
Flood season can be avoided to wash away using floating setting, rainy season can be directly switch to overflow pattern, and easy for assemble or unload, can solve edge
Insoluble problem in the sewage draining exit purification of river.
The purpose of this utility model is achieved through the following technical solutions：
The utility model provides a kind of floating type interim purified in situ device for Drain contamination for river channel mouth, including solar energy
Aerating system, buoyancy system, aquatic plant system, floating bed frame support system, combined stuffing system, floating type water purification barrier system
System；The solar energy aeration system is arranged in buoyancy system；The buoyancy system, combined stuffing system, aquatic plant system
It is arranged in floating bed frame support system；The floating type water purification barrier system is arranged on below floating bed frame support system.
Preferably, the floating bed frame support system includes inner frame and outer framework；In the inner frame, inner frame with it is outer
Nylon grid is both provided between frame.The floating bed frame support system provides buoyancy and is fixedly connected for whole purifier
Point.
The inner frame and outer framework are rectangular, including the UPVC plastic conduits and elbow of DN110 are formed.
Preferably, the floating type water purification barrier system includes both surface filtration layer, the centre set gradually along water (flow) direction
Deep purifying layer, both surface filtration layer.
Preferably, the floating type water purification barrier system is connected vertically with inner frame, outer framework respectively by winding rope；Institute
State floating type water purification barrier system lower part winding up rubble.The floating type water purification barrier system may filter that the SS in sanitary sewage,
Enhance the transparency, further carry out deep purifying, the pollutant in water body of degrading.
It is highly preferred that the height of the floating type water purification barrier system is higher 1-2m than ordinary water level, pass through lower part winding up sandstone
The gravity of formation is contacted with river bed, is influenced from river bed slope surface size.The floating type water purification barrier system can be with water level height
Free floating, flood season rainwater are discharged into, barrier self-suspending, and river water is freely drained at the top and bottom of barrier, will not cause hammed water
Wash away.
Preferably, the aquatic plant system includes planting net and water plant；The planting net is arranged on
Between inner frame and outer framework, it is online that the water plant is arranged on planting.Pass through water plant root system absorbed nitrogen, phosphorus etc.
Nutriment, removes SS, enhances the transparency.
It is highly preferred that the aquatic plant species selection plant is smaller, the preferable mushroom grass of wind and wave resistance, effects of purification quality
With big poly- grass, 80 plants/m of planting density2；The mesh specification of the planting net is the mesh of 30 mesh × 30.
Preferably, the combined stuffing system includes the biological rope of several shapes that stand in great numbers and is arranged on anti-tangle below biological rope
Around plummet；The combined stuffing system passes through band and nylon Mesh connection.In the shape that stands in great numbers, equidistantly binding exists the biological rope
On the nylon grid of floating bed frame support system, biological rope increases from sewage draining exit to river central distribution, length along the gradient, distribution
In two storehouses that inter and outer gimbal is formed.
Preferably, the material of the biological rope is polyester fiber.Carrier of the biological rope as biofilm formation, at it
Surface carries out catalytic oxidation, organic substance and ammonia nitrogen etc. in degradation water.
Preferably, the buoyancy system includes some buoyancy tanks, connected between the buoyancy tank by box connector to be formed it is whole
Body；The buoyancy system is arranged on the centre of inner frame.Buoyant structure, fixed solar energy are provided for the installation of solar energy aeration system
Photovoltaic panel and solar energy aeration control system.The buoyancy tank is plastics buoyancy tank, its buoyancy is stronger, and service life is longer, resistant to corrosion,
Wind and wave resistance, can be used as fixed platform river is marine.
Preferably, the solar energy aeration system includes solar energy photovoltaic panel, aerator and micro-pore aeration pipeline；It is described too
Positive energy photovoltaic panel is connected with aeration mechatronics, the aerator with micro-pore aeration pipeline.The aerator is empty by compressing
Gas provides oxygen to river, and the solar panels provide drive energy for aerator；The system is to provide dissolving to water body
Oxygen, provides aerobic environment for biologic packing material and forms biomembrane, degrade COD and ammonia nitrogen.
The solar energy photovoltaic panel provides the operation of electrical energy drive aerator for whole solar energy aeration system, and installation is horizontal
Orientation angle is depending on the optimal elevation angle difference of different regions latitude solar energy.
Preferably, the micro-pore aeration pipeline includes supervisor, horizontal branch pipe and vertical branch pipe, and described supervisor one end goes out with aerator
Mouth connection, the other end are extended medially to below river through buoyancy tank；The supervisor side is uniformly distributed some horizontal branch pipes, the horizontal stroke
Branch pipe side is uniformly distributed some vertical branch pipes；The horizontal branch pipe and vertical branch pipe are connected with combined stuffing system；The micropore exposes
Gas system to water body provide dissolved oxygen, the micropore aeration pipe bubble release density it is higher, can make in purifier organic matter and
Oxygen comes into full contact with filler surface, accelerates bacteria metabolism, decomposes ammonia nitrogen and organic substance.
The device of the utility model by micro-pore aeration oxygenation, combined stuffing catalytic oxidation degrade Drain contamination for river channel in COD,
Retained by aquatic plants growth, absorb the nutritive salt such as ammonia nitrogen and phosphorus, by SS in twice water purification barrier trap water, pass through centre
Deep purifying layer carries out advanced treating and further eliminates organic pollution materials, reduces the pollutional load of sewage draining exit；The present apparatus need not
Piling fixing device, floating type water purification barrier fluctuate according to SEA LEVEL VARIATION, and flood season top automatic overflow, lower part are arranged automatically
To let out, effectively prevent rain drop erosion, do not have to connect electric operating cost using solar energy system aeration, floor space is small, and cost of investment is low,
Conveniently moving is dismantled, suitable for the scattered scattered sewage draining exit in river interim purified treatment in situ.
Compared with prior art, the utility model has following beneficial effect：
1st, the utility model can effectively remove the organic pollution of Sewage outlet discharge using ecological purification technology in situ
The nutritive salt such as matter and ammonia nitrogen, while SS is efficiently removed, major pollutants can remove 50% or so after sewage draining exit sewage is purified.
2nd, the utility model is suitable for provisional purified in situ of the sewage draining exit before dirty implement is cut along the river, material therefor corrosion resistant
Erosion, wind and wave resistance, physical life length, treatment effeciency is higher, can fluctuate with water level, avoids flood season facility from being destroyed by rush of water, installation is torn open
Unload simply, cost of investment is low, is the optimal selection that risk sewage draining exit is handled temporarily along the river.
Brief description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other spies of the utility model
Sign, objects and advantages will become more apparent upon：
Fig. 1 is the plan of the floating type interim purifier of the utility model；
Fig. 2 is the elevation of the floating type interim purifier of the utility model；
Fig. 3 is the floating type interim purified in situ device sewage draining exit scheme of installation of the utility model；
Wherein：1- solar energy aeration systems；2- combined stuffing systems；3- water plants；4- floating bed frames support system
System；5- nylon ropes；6- planting nets；The floating type water purification barrier systems of 7-；8- buoyancy systems；9- sewage draining exits.
Embodiment
The utility model is described in detail with reference to specific embodiment.Following embodiments will be helpful to this area
Technical staff further understands the utility model, but does not limit the utility model in any form.It should be pointed out that to ability
For the those of ordinary skill in domain, without departing from the concept of the premise utility, some changes and improvements can also be made.
These belong to the scope of protection of the utility model.
Embodiment
A kind of floating type interim purified in situ device for Drain contamination for river channel mouth is present embodiments provided, as shown in Figs. 1-3,
The device is arranged on the water outlet of sewage draining exit 9, including solar energy aeration system 1, buoyancy system 8, aquatic plant system, floating bed frame
Frame support system 4, combined stuffing system 2, floating type water purification barrier system 7；The solar energy aeration system 1 is arranged on buoyancy system
On system 8；The buoyancy system 8, combined stuffing system 2, aquatic plant system are arranged in floating bed frame support system 4；Institute
State floating type water purification barrier system 7 and be arranged on the lower section of floating bed frame support system 4.
The floating bed frame support system 4 includes inner frame and outer framework；In the inner frame, inner frame and outer framework it
Between be both provided with nylon grid.The floating bed frame support system 4 provides buoyancy and fixed connection point for whole purifier.
The inner frame and outer framework are rectangular, and inner frame size is 6m*1.445m, and outer framework size is 10m*3m.
UPVC plastic conduits and elbow including DN110 are formed.20cm is spaced on shown rectangular frame and binds nylon rope 5 in length and breadth, is used for
Bind combined stuffing system 2.
Both surface filtration layer, the intermediate depth that the floating type water purification barrier system 7 includes setting gradually along water (flow) direction are net
Change layer, both surface filtration layer.
The floating type water purification barrier system 7 is connected vertically with inner frame, outer framework respectively by winding rope；The floating
7 lower part winding up rubble of formula water purification barrier system.The floating type water purification barrier system may filter that the SS in sanitary sewage, improve saturating
Lightness, further carries out deep purifying, the pollutant in water body of degrading.
The height of the floating type water purification barrier system 7 is higher 1-2m than ordinary water level, the weight formed by lower part winding up rubble
Power is contacted with river bed, is influenced from river bed slope surface size.The floating type water purification barrier system 7 can freely be floated with water level height
Dynamic, flood season rainwater is discharged into, barrier self-suspending, and river water is freely drained at the top and bottom of barrier, hammed water will not be caused to wash away.
The aquatic plant system includes planting net 6 and water plant 2；The planting net 6 is arranged on inside casing
Between frame and outer framework, the water plant 2 is arranged on planting net 6.Sought by water plant root system absorbed nitrogen, phosphorus etc.
Material is supported, SS is removed, enhances the transparency.
The 2 variety selection plant of water plant is smaller, and the preferable mushroom of wind and wave resistance, effects of purification quality is careless and big poly-
Grass, 80 plants/m of planting density2；The mesh specification of the planting net is 3cm × 3cm.
The antiwind lead that the combined stuffing system 2 includes the biological rope of several shapes that stand in great numbers and is arranged on below biological rope
Hammer；The combined stuffing system 2 passes through band and nylon Mesh connection.The biological rope is equidistantly bound in floating bed in the shape that stands in great numbers
On the nylon grid of frame support system 4, biological rope increases from sewage draining exit to river central distribution, length along the gradient, is distributed in
In two storehouses that inter and outer gimbal is formed.
The material of the biological rope is polyester fiber.As the carrier of biofilm formation, catalytic oxidation is carried out on its surface,
Organic substance and ammonia nitrogen etc. in degradation water.
The buoyancy system 8 includes some buoyancy tanks, connects to form entirety by box connector between the buoyancy tank；It is described
Buoyancy system 8 is arranged on the centre of inner frame.Buoyant structure, fixed solar photovoltaic are provided for the installation of solar energy aeration system 1
Plate and aeration control system.The buoyancy tank is plastics buoyancy tank, its buoyancy is stronger, and service life is longer, and resistant to corrosion, wind and wave resistance can
It is used as fixed platform river is marine.
The solar energy aeration system includes solar energy photovoltaic panel, aerator and micro-pore aeration pipeline；The solar energy
Plate and aeration mechatronics are lied prostrate, the aerator is connected with micro-pore aeration pipeline.The aerator is by compressed air to river
Road provides oxygen, and the solar panels provide drive energy for aerator；The system is to provide dissolved oxygen to water body, makes a living
Thing filler provides aerobic environment and forms biomembrane, degrade COD and ammonia nitrogen.
The solar energy photovoltaic panel provides the operation of electrical energy drive aerator for whole solar energy aeration system, and installation is horizontal
Orientation angle is depending on the optimal elevation angle difference of different regions latitude solar energy.
The micro-pore aeration pipeline includes supervisor, horizontal branch pipe and vertical branch pipe, and described supervisor one end is connected with aerator outlet,
The other end is extended medially to below river through buoyancy tank；The supervisor side is uniformly distributed some horizontal branch pipes, the horizontal branch pipe side
Face is uniformly distributed some vertical branch pipes；The horizontal branch pipe and vertical branch pipe are connected with combined stuffing system；The micro-pore aeration system
Dissolved oxygen is provided to water body, micropore aeration pipe bubble release density is higher, organic matter and oxygen can be made to exist in purifier
Filler surface comes into full contact with, and accelerates bacteria metabolism, decomposes ammonia nitrogen and organic substance.
The device of the utility model by micro-pore aeration oxygenation, combined stuffing catalytic oxidation degrade Drain contamination for river channel in COD,
Retained by aquatic plants growth, absorb the nutritive salt such as ammonia nitrogen and phosphorus, by SS in twice water purification barrier trap water, pass through centre
Deep purifying layer carries out advanced treating and further eliminates organic pollution materials, reduces the pollutional load of sewage draining exit；The present apparatus need not
Piling fixing device, floating type water purification barrier fluctuate according to SEA LEVEL VARIATION, and flood season top automatic overflow, lower part are arranged automatically
To let out, effectively prevent rain drop erosion, do not have to connect electric operating cost using solar energy system aeration, floor space is small, and cost of investment is low,
Conveniently moving is dismantled, suitable for the scattered scattered sewage draining exit in river interim purified treatment in situ.
The utility model can effectively remove the organic pollution materials of Sewage outlet discharge using ecological purification technology in situ
And the nutritive salt such as ammonia nitrogen, while SS is efficiently removed, major pollutants can remove 50% or so after sewage draining exit sewage is purified.It is applicable in
In provisional purified in situ of the sewage draining exit along the river before dirty implement is cut, material therefor is corrosion-resistant, wind and wave resistance, physical life length, place
It is higher to manage efficiency, can fluctuate with water level, avoid flood season facility from being destroyed by rush of water, installing and dismounting is simple, and cost of investment is low, is along the river
The optimal selection that risk sewage draining exit is handled temporarily.
Specific embodiment of the utility model is described above.It is to be appreciated that the utility model not office
It is limited to above-mentioned particular implementation, those skilled in the art can make a variety of changes or change within the scope of the claims,
This has no effect on the substantive content of the utility model.In the case where there is no conflict, the spy in embodiments herein and embodiment
Sign can be arbitrarily mutually combined.
Claims (10)
1. a kind of floating type interim purified in situ device for Drain contamination for river channel mouth, it is characterised in that including solar energy aeration system
System, buoyancy system, aquatic plant system, floating bed frame support system, combined stuffing system, floating type water purification barrier system；Institute
Solar energy aeration system is stated to be arranged in buoyancy system；The buoyancy system, combined stuffing system, aquatic plant system are arranged on
In floating bed frame support system；The floating type water purification barrier system is arranged on below floating bed frame support system.
2. the floating type interim purified in situ device according to claim 1 for Drain contamination for river channel mouth, it is characterised in that institute
Stating floating bed frame support system includes inner frame and outer framework；It is both provided with the inner frame, between inner frame and outer framework
Nylon grid.
3. the floating type interim purified in situ device according to claim 1 or 2 for Drain contamination for river channel mouth, its feature exists
In the floating type water purification barrier system includes both surface filtration layer, intermediate depth purifying layer, the table set gradually along water (flow) direction
Layer filter layer.
4. the floating type interim purified in situ device according to claim 2 for Drain contamination for river channel mouth, it is characterised in that institute
Floating type water purification barrier system is stated to be connected vertically with inner frame, outer framework respectively by winding rope；The floating type water purification barrier
System lower part winding up rubble.
5. the floating type interim purified in situ device according to claim 2 for Drain contamination for river channel mouth, it is characterised in that institute
Stating aquatic plant system includes planting net and water plant；The planting net be arranged on inner frame and outer framework it
Between, it is online that the water plant is arranged on planting.
6. the floating type interim purified in situ device according to claim 2 for Drain contamination for river channel mouth, it is characterised in that institute
State the antiwind plummet that combined stuffing system includes the biological rope of several shapes that stand in great numbers and is arranged on below biological rope；The combination is filled out
Material system passes through band and nylon Mesh connection.
7. the floating type interim purified in situ device according to claim 6 for Drain contamination for river channel mouth, it is characterised in that institute
The material for stating biological rope is polyester fiber.
8. the floating type interim purified in situ device according to claim 2 for Drain contamination for river channel mouth, it is characterised in that institute
Stating buoyancy system includes some buoyancy tanks, connects to form entirety by box connector between the buoyancy tank；The buoyancy system is set
Put in the centre of inner frame.
9. the floating type interim purified in situ device according to claim 2 for Drain contamination for river channel mouth, it is characterised in that institute
Stating solar energy aeration system includes solar energy photovoltaic panel, aerator and micro-pore aeration pipeline；The solar energy photovoltaic panel and aeration
Mechatronics, the aerator are connected with micro-pore aeration pipeline.
10. the floating type interim purified in situ device according to claim 9 for Drain contamination for river channel mouth, it is characterised in that
The micro-pore aeration pipeline includes supervisor, horizontal branch pipe and vertical branch pipe, and described supervisor one end is connected with aerator outlet, and the other end is worn
Buoyancy tank is crossed to extend medially to below river；The supervisor side is uniformly distributed some horizontal branch pipes, and the horizontal branch pipe side is uniformly divided
Some vertical branch pipes of cloth；The horizontal branch pipe and vertical branch pipe are connected with combined stuffing system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720349540.XU CN207294336U (en) | 2017-04-05 | 2017-04-05 | Floating type interim purified in situ device for Drain contamination for river channel mouth |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720349540.XU CN207294336U (en) | 2017-04-05 | 2017-04-05 | Floating type interim purified in situ device for Drain contamination for river channel mouth |
Publications (1)
| Publication Number | Publication Date |
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| CN207294336U true CN207294336U (en) | 2018-05-01 |
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ID=62270983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720349540.XU Active CN207294336U (en) | 2017-04-05 | 2017-04-05 | Floating type interim purified in situ device for Drain contamination for river channel mouth |
Country Status (1)
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108640286A (en) * | 2018-06-04 | 2018-10-12 | 上海市农业科学院 | A kind of biological filter ungirding device |
| CN109912055A (en) * | 2019-04-17 | 2019-06-21 | 江苏沅芷生态环境有限公司 | In-situ purification of water body solar energy aeration plug flow device |
| CN110054301A (en) * | 2019-04-19 | 2019-07-26 | 江苏大学 | A kind of Drain contamination for river channel mouth sewage in-situ processing unit and processing method |
-
2017
- 2017-04-05 CN CN201720349540.XU patent/CN207294336U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108640286A (en) * | 2018-06-04 | 2018-10-12 | 上海市农业科学院 | A kind of biological filter ungirding device |
| CN109912055A (en) * | 2019-04-17 | 2019-06-21 | 江苏沅芷生态环境有限公司 | In-situ purification of water body solar energy aeration plug flow device |
| CN110054301A (en) * | 2019-04-19 | 2019-07-26 | 江苏大学 | A kind of Drain contamination for river channel mouth sewage in-situ processing unit and processing method |
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