CN106976982A - Floating type interim purified in situ device for Drain contamination for river channel mouthful - Google Patents
Floating type interim purified in situ device for Drain contamination for river channel mouthful Download PDFInfo
- Publication number
- CN106976982A CN106976982A CN201710218473.2A CN201710218473A CN106976982A CN 106976982 A CN106976982 A CN 106976982A CN 201710218473 A CN201710218473 A CN 201710218473A CN 106976982 A CN106976982 A CN 106976982A
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- China
- Prior art keywords
- floating type
- purified
- aeration
- buoyancy
- river channel
- Prior art date
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Links
- 238000007667 floating Methods 0.000 title claims abstract description 69
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 27
- 238000011109 contamination Methods 0.000 title claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 62
- 238000005273 aeration Methods 0.000 claims abstract description 50
- 238000000746 purification Methods 0.000 claims abstract description 44
- 230000004888 barrier function Effects 0.000 claims abstract description 35
- 239000000463 material Substances 0.000 claims abstract description 14
- 238000005276 aerator Methods 0.000 claims description 17
- 239000011148 porous material Substances 0.000 claims description 11
- 239000004677 Nylon Substances 0.000 claims description 10
- 229920001778 nylon Polymers 0.000 claims description 10
- 238000004804 winding Methods 0.000 claims description 8
- 238000001914 filtration Methods 0.000 claims description 5
- 239000000835 fiber Substances 0.000 claims description 3
- 229920000728 polyester Polymers 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims 1
- 239000010865 sewage Substances 0.000 abstract description 37
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 abstract description 10
- 238000005516 engineering process Methods 0.000 abstract description 6
- 230000000050 nutritive effect Effects 0.000 abstract description 5
- 150000003839 salts Chemical class 0.000 abstract description 5
- 230000003628 erosive effect Effects 0.000 abstract description 3
- 230000005611 electricity Effects 0.000 abstract 1
- 241000196324 Embryophyta Species 0.000 description 22
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 9
- 239000001301 oxygen Substances 0.000 description 9
- 229910052760 oxygen Inorganic materials 0.000 description 9
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 6
- 230000015572 biosynthetic process Effects 0.000 description 6
- 238000010521 absorption reaction Methods 0.000 description 5
- 230000003197 catalytic effect Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 230000003647 oxidation Effects 0.000 description 5
- 238000007254 oxidation reaction Methods 0.000 description 5
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 4
- 238000005260 corrosion Methods 0.000 description 4
- 230000007797 corrosion Effects 0.000 description 4
- 239000003344 environmental pollutant Substances 0.000 description 4
- 229910052698 phosphorus Inorganic materials 0.000 description 4
- 239000011574 phosphorus Substances 0.000 description 4
- 239000004033 plastic Substances 0.000 description 4
- 229920003023 plastic Polymers 0.000 description 4
- 231100000719 pollutant Toxicity 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 244000025254 Cannabis sativa Species 0.000 description 3
- 230000033228 biological regulation Effects 0.000 description 3
- 229910052757 nitrogen Inorganic materials 0.000 description 3
- 235000001674 Agaricus brunnescens Nutrition 0.000 description 2
- QGZKDVFQNNGYKY-UHFFFAOYSA-N Ammonia Chemical compound N QGZKDVFQNNGYKY-UHFFFAOYSA-N 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 2
- -1 ammonia nitrogen Chemical class 0.000 description 2
- 230000032770 biofilm formation Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 230000004060 metabolic process Effects 0.000 description 2
- 239000005416 organic matter Substances 0.000 description 2
- 238000006213 oxygenation reaction Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 229920011532 unplasticized polyvinyl chloride Polymers 0.000 description 2
- 229910021529 ammonia Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/08—Aerobic processes using moving contact bodies
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
-
- 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
-
- 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
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Botany (AREA)
- Biotechnology (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The present invention relates to a kind of floating type interim purified in situ device for Drain contamination for river channel mouthful, 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 the organic pollution materials and ammonia nitrogen of Sewage outlet discharge using ecological purification technology in situ, while efficiently removing SS.And the present apparatus need not drive piles fixing device, floating type water purification barrier fluctuates according to SEA LEVEL VARIATION, rain drop erosion can effectively be prevented, using solar energy system aeration without connecing electricity, operating cost is low, and floor space is small, and cost of investment is low, dismantle conveniently moving, it is adaptable to the scattered scattered sewage draining exit in river course interim purified treatment in situ.
Description
Technical field
Administered the present invention relates to black-odor riverway and sewage purification field, and in particular to a kind of floating for Drain contamination for river channel mouthful
The interim purified in situ device of formula, 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 course water pollution problems is also outstanding day by day, entirely
State occurs in that many black-odor riverways, and it is to cut dirty pipe network imperfection on the bank to cause the black smelly main cause in river course, there is sanitary sewage
Row and the dirty hybrid junction phenomenon of rain steathily, but some regional sewage draining exits cut dirt that to receive pipe plan relative delayed with black-odor riverway regulation plan,
Many sewage draining exits can not temporarily be solved, therefore, carry out black-odor riverway regulation, it is considered to which the interim purification of sewage draining exit turns into 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 mouthful, its
Middle flower bed type purification tank builds collecting-tank by laying bricks or stones in river course, and the sanitary sewage of discharge is drawn up with water pump and handled on the bank, cost of investment
High, it is necessary to take the littoral space in river course, some river courses bank has existing building, and no space is available, therefore is applied using the method
Work difficulty is big；Sewage draining exit purification tank sewage draining exit in river course builds artificial wetland treatment groove by laying bricks or stones, and floor space is big, it is necessary to periodically arrange
Mud, management difficulty is larger.
The content of the invention
It is an object of the invention to overcome the shortcomings of that above-mentioned prior art is present there is provided a kind of for the floating of Drain contamination for river channel mouthful
The interim purified in situ device of dynamic formula.The present invention is installed using ecological purification mode along sewage draining exit, and floor space is small, without building forever
Long property job facilities, using floating type purification barrier, are not limited by sewage draining exit revetment form, effectively collect sewage draining exit sewage, are led to
Cross after aeration oxygen replenishing, catalytic oxidation and plant absorption and discharged after purification barrier advanced treating, treatment effeciency is high, using floating
Setting can avoid flood season from washing away, and rainy season can be directly switch to overflow pattern, and easy installation and removal, can solve sewage draining exit along the river
Insoluble problem in purification.
The purpose of the present invention is achieved through the following technical solutions：
The invention provides a kind of floating type interim purified in situ device for Drain contamination for river channel mouthful, including solar energy aeration
System, buoyancy system, aquatic plant system, floating bed frame support system, combined stuffing system, floating type water purification barrier system；
The solar energy aeration system is arranged in buoyancy system；The buoyancy system, combined stuffing system, aquatic plant system are set
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 provided between framework.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 DN110 UPVC plastic conduits and elbow are constituted.
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 bottom winding up rubble.The floating type water purification barrier system may filter that the SS in sanitary sewage,
Enhance the transparency, further carry out the pollutant in deep purifying, degraded water body.
It is highly preferred that the height 1-2m higher than ordinary water level of the floating type water purification barrier system, passes through bottom winding up sandstone
The gravity of formation is contacted with river bed, is not influenceed by the domatic size in river bed.The floating type water purification barrier system can be with water level height
Free floating, flood season rainwater is discharged into, barrier self-suspending, and river is freely drained at the top and bottom of barrier, does not result in Yong Shui
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 Absorption 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.The biological rope exists in the equidistant colligation of shape of standing in great numbers
On the nylon grid of floating bed frame support system, biological rope is from sewage draining exit to river course central distribution, and length increases along the gradient, distribution
In in two storehouses of inter and outer gimbal formation.
Preferably, the material of the biological rope is polyester fiber.The biological rope as biofilm formation carrier, at it
Surface carries out organic substance and ammonia nitrogen etc. in catalytic oxidation, degradation water.
Preferably, the buoyancy system includes connecting to form whole by box connector between some buoyancy tanks, the buoyancy tank
Body；The buoyancy system is arranged on the centre of inner frame.Installed for solar energy aeration system and buoyant structure is provided, fixed solar energy
Photovoltaic panel and solar energy aeration control system.The buoyancy tank is plastics buoyancy tank, and its buoyancy is stronger, and service life is longer, resistant to corrosion,
Wind and wave resistance, can be marine as fixed platform in river.
Preferably, the solar energy aeration system includes solar energy photovoltaic panel, aeration control system, aerator and micropore exposure
Air pipe；The solar energy photovoltaic panel connects with aeration control system, aeration mechatronics, the aerator with micro-pore aeration pipeline
Connect.Described aerator provides oxygen by compressed air to river course, and described solar panels provide drive energy for aerator,
The whole solar energy aeration system power savings conversion of described aeration control system major control, aerator start-stop time and aeration
Strength control；The system is, to water body offer dissolved oxygen, to provide aerobic environment formation biomembrane for biologic packing material, degrade COD
And ammonia nitrogen.
Described solar energy photovoltaic panel provides the operation of electrical energy drive aerator for whole solar energy aeration system, installs level
Depending on orientation angle is different regarding the optimal elevation angle 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 is extended medially to below river course 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；Described 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 is fully contacted on filler surface, accelerates bacteria metabolism, decomposes ammonia nitrogen and organic substance.
The device of the present invention is passed through by the COD in micro-pore aeration oxygenation, combined stuffing catalytic oxidation degraded Drain contamination for river channel
Aquatic plants growth retention, the absorption nutritive salt such as ammonia nitrogen and phosphorus, by SS in twice water purification barrier trap water, pass through intermediate depth
Purifying layer carries out advanced treating and further eliminates organic pollution materials, reduces the pollutional load of sewage draining exit；The present apparatus is without piling
Fixing device, floating type water purification barrier is fluctuated according to SEA LEVEL VARIATION, and flood season top automatic overflow, bottom are drained automatically, are had
Effect prevents rain drop erosion, and using solar energy system aeration without connecing electric operating cost, floor space is small, and cost of investment is low, dismounting
Conveniently moving, it is adaptable to the scattered scattered sewage draining exit in river course interim purified treatment in situ.
Compared with prior art, the present invention has following beneficial effect：
1st, the present invention using ecological purification technology in situ can effectively remove Sewage outlet discharge organic pollution materials and
The nutritive salt such as ammonia nitrogen, while efficiently removing SS, the purified rear major pollutants of sewage draining exit sewage can remove 50% or so.
2nd, the present invention is applied to provisional purified in situ of the sewage draining exit before dirty implement is cut along the river, material therefor is corrosion-resistant,
Wind and wave resistance, physical life are long, and treatment effeciency is higher, can be fluctuated with water level, it is to avoid flood season facility is destroyed by rush of water, installing/dismounting letter
Single, 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
By reading the detailed description made with reference to the following drawings to non-limiting example, further feature of the invention,
Objects and advantages will become more apparent upon：
Fig. 1 is the plan of the floating type interim purifier of the present invention；
Fig. 2 is the elevation of the floating type interim purifier of the present invention；
Fig. 3 is floating type interim purified in situ device sewage draining exit scheme of installation of the invention；
Wherein：1- solar energy aeration systems；2- combined stuffing systems；3- water plants；4- floating bed frame support systems；5-
Nylon rope；6- planting nets；The floating type water purification barrier systems of 7-；8- buoyancy systems；9- sewage draining exits.
Embodiment
With reference to specific embodiment, the present invention is described in detail.Following examples will be helpful to the technology of this area
Personnel further understand the present invention, but the invention is not limited in any way.It should be pointed out that to the ordinary skill of this area
For personnel, without departing from the inventive concept of the premise, some changes and improvements can also be made.These belong to the present invention
Protection domain.
Embodiment
A kind of floating type interim purified in situ device for Drain contamination for river channel mouthful is present embodiments provided, as Figure 1-3,
The device is arranged on the water side 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 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 constituted.20cm colligation nylon ropes 5 in length and breadth are spaced on shown rectangular frame, are used for
Colligation combined stuffing system 2.
The floating type water purification barrier system 7 is net including both surface filtration layer, the intermediate depth set gradually along water (flow) direction
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；It is described to float
The bottom winding up rubble of formula water purification barrier system 7.The floating type water purification barrier system may filter that the SS in sanitary sewage, improve saturating
Lightness, further carries out the pollutant in deep purifying, degraded water body.
The height 1-2m higher than ordinary water level of the floating type water purification barrier system 7, passes through the weight of bottom winding up rubble formation
Power is contacted with river bed, is not influenceed by the domatic size in river bed.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 is freely drained at the top and bottom of barrier, is not resulted in Yong Shui and is washed 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 Absorption nitrogen, phosphorus etc.
Material is supported, SS is removed, enhances the transparency.
The variety selection plant of water plant 2 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 in stand in great numbers the equidistant colligation of shape in floating bed
On the nylon grid of framework support system 4, biological rope is from sewage draining exit to river course central distribution, and length increases along the gradient, is distributed in
In two storehouses of inter and outer gimbal formation.
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 connecting to form entirety by box connector between some buoyancy tanks, the buoyancy tank；It is described
Buoyancy system 8 is arranged on the centre of inner frame.Installed for solar energy aeration system 1 and buoyant structure, fixed solar photovoltaic are provided
Plate and aeration control system.The buoyancy tank is plastics buoyancy tank, and its buoyancy is stronger, and service life is longer, resistant to corrosion, and wind and wave resistance can
It is marine as fixed platform in river.
The solar energy aeration system includes solar energy photovoltaic panel, aeration control system, aerator and micro-pore aeration pipeline；
The solar energy photovoltaic panel is connected with aeration control system, aeration mechatronics, the aerator with micro-pore aeration pipeline.It is described
Aerator by compressed air to river course provide oxygen, described solar panels provide drive energy for aerator, described
The whole solar energy aeration system power savings conversion of aeration control system major control, aerator start-stop time and aeration intensity control
System；The system is, to water body offer dissolved oxygen, aerobic environment formation biomembrane, degraded COD and ammonia nitrogen to be provided for biologic packing material.
Described solar energy photovoltaic panel provides the operation of electrical energy drive aerator for whole solar energy aeration system, installs level
Depending on orientation angle is different regarding the optimal elevation angle 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 course 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；Described 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 is fully contacted, and accelerates bacteria metabolism, decomposes ammonia nitrogen and organic substance.
The device of the present invention is passed through by the COD in micro-pore aeration oxygenation, combined stuffing catalytic oxidation degraded Drain contamination for river channel
Aquatic plants growth retention, the absorption nutritive salt such as ammonia nitrogen and phosphorus, by SS in twice water purification barrier trap water, pass through intermediate depth
Purifying layer carries out advanced treating and further eliminates organic pollution materials, reduces the pollutional load of sewage draining exit；The present apparatus is without piling
Fixing device, floating type water purification barrier is fluctuated according to SEA LEVEL VARIATION, and flood season top automatic overflow, bottom are drained automatically, are had
Effect prevents rain drop erosion, and using solar energy system aeration without connecing electric operating cost, floor space is small, and cost of investment is low, dismounting
Conveniently moving, it is adaptable to the scattered scattered sewage draining exit in river course interim purified treatment in situ.
The present invention can effectively remove the organic pollution materials and ammonia of Sewage outlet discharge using ecological purification technology in situ
The nutritive salt such as nitrogen, while efficiently removing SS, the purified rear major pollutants of sewage draining exit sewage can remove 50% or so.Suitable for edge
Provisional purified in situ of the river sewage draining exit before dirty implement is cut, material therefor is corrosion-resistant, wind and wave resistance, physical life are long, processing effect
Rate is higher, can be fluctuated with water level, it is to avoid flood season facility is destroyed by rush of water, and installing/dismounting is simple, and cost of investment is low, is risk along the river
The optimal selection that sewage draining exit is handled temporarily.
The specific embodiment of the present invention is described above.It is to be appreciated that the invention is not limited in above-mentioned
Particular implementation, those skilled in the art can make a variety of changes or change within the scope of the claims, this not shadow
Ring the substantive content of the present invention.In the case where not conflicting, feature in embodiments herein and embodiment can any phase
Mutually combination.
Claims (10)
1. a kind of floating type interim purified in situ device for Drain contamination for river channel mouthful, 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 mouthful, it is characterised in that institute
Stating floating bed frame support system includes inner frame and outer framework；It is 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 mouthful, 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 mouthful, 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 bottom winding up rubble.
5. the floating type interim purified in situ device according to claim 2 for Drain contamination for river channel mouthful, 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 mouthful, it is characterised in that institute
State biological rope of the combined stuffing system including several shapes that stand in great numbers and the antiwind plummet being 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 mouthful, 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 mouthful, it is characterised in that institute
Stating buoyancy system includes connecting to form entirety by box connector between some buoyancy tanks, 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 mouthful, it is characterised in that institute
Stating solar energy aeration system includes solar energy photovoltaic panel, aeration control system, aerator and micro-pore aeration pipeline；The solar energy
Photovoltaic panel is connected with aeration control system, aeration mechatronics, the aerator with micro-pore aeration pipeline.
10. the floating type interim purified in situ device according to claim 9 for Drain contamination for river channel mouthful, 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 course；The supervisor side is uniformly distributed some horizontal branch pipes, horizontal uniform point of the branch pipe side
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 |
|---|---|---|---|
| CN201710218473.2A CN106976982A (en) | 2017-04-05 | 2017-04-05 | Floating type interim purified in situ device for Drain contamination for river channel mouthful |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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| CN107698105A (en) * | 2017-11-10 | 2018-02-16 | 中冶华天工程技术有限公司 | A kind of city river rainwater discharge outlet pretreatment unit |
| CN107720938A (en) * | 2017-11-10 | 2018-02-23 | 美尚生态景观股份有限公司 | Multi-functional black and odorous water abatement equipment |
| CN108203157A (en) * | 2017-12-27 | 2018-06-26 | 上海太和水环境科技发展股份有限公司 | A kind of rain dirt mixed-flow pumping plant is discharged pretreatment system |
| CN108218107A (en) * | 2017-12-19 | 2018-06-29 | 中水珠江规划勘测设计有限公司 | Storm outfall sewer pretreatment system and technique with peak clipping and purification function |
| CN108409040A (en) * | 2018-03-26 | 2018-08-17 | 华南理工大学 | It is a kind of to purify water treatment system applied to the original position of aquaculture and dystopy |
| CN108640259A (en) * | 2018-06-12 | 2018-10-12 | 合肥市市政设计研究总院有限公司 | Urban rainwater drainage mouth ecological purification area and its application method |
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| 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 |
| CN110028202A (en) * | 2019-05-13 | 2019-07-19 | 生态环境部南京环境科学研究所 | A kind of river channel purification plant |
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| CN107720938A (en) * | 2017-11-10 | 2018-02-23 | 美尚生态景观股份有限公司 | Multi-functional black and odorous water abatement equipment |
| CN107698105A (en) * | 2017-11-10 | 2018-02-16 | 中冶华天工程技术有限公司 | A kind of city river rainwater discharge outlet pretreatment unit |
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| CN108218107A (en) * | 2017-12-19 | 2018-06-29 | 中水珠江规划勘测设计有限公司 | Storm outfall sewer pretreatment system and technique with peak clipping and purification function |
| CN108203157A (en) * | 2017-12-27 | 2018-06-26 | 上海太和水环境科技发展股份有限公司 | A kind of rain dirt mixed-flow pumping plant is discharged pretreatment system |
| CN108409040B (en) * | 2018-03-26 | 2021-03-30 | 华南理工大学 | In-situ and ex-situ purified water treatment system applied to aquaculture |
| CN108409040A (en) * | 2018-03-26 | 2018-08-17 | 华南理工大学 | It is a kind of to purify water treatment system applied to the original position of aquaculture and dystopy |
| CN108640259A (en) * | 2018-06-12 | 2018-10-12 | 合肥市市政设计研究总院有限公司 | Urban rainwater drainage mouth ecological purification area and its application method |
| CN109354198A (en) * | 2018-11-27 | 2019-02-19 | 海南大学 | A kind of effluent treatment plant applied to the eutrophication mouth of the river |
| CN109354198B (en) * | 2018-11-27 | 2022-05-06 | 海南大学 | Be applied to sewage purification device that eutrophic river flowed into sea mouth |
| 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 |
| CN110028202A (en) * | 2019-05-13 | 2019-07-19 | 生态环境部南京环境科学研究所 | A kind of river channel purification plant |
| CN112520855A (en) * | 2020-10-30 | 2021-03-19 | 苏州淳和环境科技有限公司 | River course row mouth soaking device |
| CN112520855B (en) * | 2020-10-30 | 2023-02-17 | 苏州淳和环境科技有限公司 | River course row mouth soaking device |
| CN115626725A (en) * | 2022-09-15 | 2023-01-20 | 上海奉贤建设发展（集团）有限公司 | River channel point pollution treatment method and system |
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