CN206799375U - A kind of river course high-efficiency water purifying treatment device - Google Patents
A kind of river course high-efficiency water purifying treatment device Download PDFInfo
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- CN206799375U CN206799375U CN201720492121.1U CN201720492121U CN206799375U CN 206799375 U CN206799375 U CN 206799375U CN 201720492121 U CN201720492121 U CN 201720492121U CN 206799375 U CN206799375 U CN 206799375U
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- partition
- pipe
- water
- treatment device
- river course
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 70
- 238000005189 flocculation Methods 0.000 claims abstract description 28
- 230000016615 flocculation Effects 0.000 claims abstract description 28
- 238000005192 partition Methods 0.000 claims abstract description 24
- 238000005273 aeration Methods 0.000 claims abstract description 15
- 238000006243 chemical reaction Methods 0.000 claims abstract description 14
- 239000011148 porous material Substances 0.000 claims abstract description 10
- 239000012528 membrane Substances 0.000 claims abstract description 9
- 235000012489 doughnuts Nutrition 0.000 claims description 18
- 244000005700 microbiome Species 0.000 claims description 11
- 239000007788 liquid Substances 0.000 claims description 7
- 239000012510 hollow fiber Substances 0.000 claims description 2
- 230000005611 electricity Effects 0.000 claims 2
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 abstract description 14
- 230000000694 effects Effects 0.000 abstract description 8
- 229910052757 nitrogen Inorganic materials 0.000 abstract description 7
- 238000005516 engineering process Methods 0.000 description 10
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 8
- 239000001301 oxygen Substances 0.000 description 8
- 229910052760 oxygen Inorganic materials 0.000 description 8
- 239000005416 organic matter Substances 0.000 description 5
- 239000010802 sludge Substances 0.000 description 5
- 241000233866 Fungi Species 0.000 description 3
- 239000003344 environmental pollutant Substances 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- 238000012546 transfer Methods 0.000 description 3
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 239000007789 gas Substances 0.000 description 2
- 238000000968 medical method and process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 238000000746 purification Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- VHUUQVKOLVNVRT-UHFFFAOYSA-N Ammonium hydroxide Chemical compound [NH4+].[OH-] VHUUQVKOLVNVRT-UHFFFAOYSA-N 0.000 description 1
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- 241000196324 Embryophyta Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- YUWBVKYVJWNVLE-UHFFFAOYSA-N [N].[P] Chemical compound [N].[P] YUWBVKYVJWNVLE-UHFFFAOYSA-N 0.000 description 1
- MMDJDBSEMBIJBB-UHFFFAOYSA-N [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] Chemical compound [O-][N+]([O-])=O.[O-][N+]([O-])=O.[O-][N+]([O-])=O.[NH6+3] MMDJDBSEMBIJBB-UHFFFAOYSA-N 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000002776 aggregation Effects 0.000 description 1
- 238000004220 aggregation Methods 0.000 description 1
- 238000004176 ammonification Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 239000000356 contaminant Substances 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 235000016709 nutrition Nutrition 0.000 description 1
- 230000035764 nutrition Effects 0.000 description 1
- 229910052698 phosphorus Inorganic materials 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 125000002924 primary amino group Chemical group [H]N([H])* 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012216 screening Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
- Water Treatment By Electricity Or Magnetism (AREA)
Abstract
The utility model discloses a kind of river course high-efficiency water purifying treatment device, including housing, water inlet pipe and outlet pipe located at housing both ends, the enclosure interior is provided with first partition, second partition and the 3rd dividing plate, the first partition, enclosure interior space is divided into Jin Shuichuchen areas by second partition and the 3rd dividing plate, electric flocculation area, bio-reaction zone and water outlet settling zone, the first partition top is provided with the first intercommunicating pore, the second partition is provided with the second intercommunicating pore, overfall and circulation port are formed respectively provided with gap between 3rd dividing plate and housing, one group of positive and negative flocculation electrode is provided with the electric flocculation area, bubble-free aeration biological membrane assembly is provided with the bio-reaction zone, the water inlet pipe, outlet pipe is connected to intake pump and goes out water pump.The utility model have the advantages that modularization, small volume, without civil engineering, short time limit, finished productization assembling, it is quick, nitrogen P elements removal effect is good, the river water body reparation especially suitable for River Network.
Description
Technical field
A kind of purifier is the utility model is related to, more particularly, to a kind of river course high-efficiency water purifying treatment device.
Background technology
Existing river course water technology can substantially be divided into three major types：(1) medical method, directly into polluted river channel water body
Add one or more microorganism fungus kinds by cultivating screening and add bio-stimulant.At present in polluted-water
Directly add microorganism fungus kind bioremediation technology dispute it is more, focus is concentrated on using whether strain brings environmental safety
Problem.In addition for mobility and the lighter water body of pollution level, it is not fine directly to launch microorganism fungus kind effect.And
For launching bio-stimulant, in the absence of safety issue, it is by growth-promoting functions, promotes contaminant degradation microorganism
Growth, makes the organic matter in polluted-water and ammonia nitrogen decline rapidly, dissolved oxygen substantially rises, black smelly elimination.(2) river aeration is multiple
Oxygen, by being manually oxygenated toward with serious pollution river water body, increase the self-purification capacity in river course, improve water quality, improve and extensive
The ecological environment in multiple river course.(3) artificial floating island technology.I.e. river course, lake the water surface on, structure can supply animals and plants and microorganism
The biological and ecological facility grow, inhabit, multiplied.The root of plant can absorb the nutriments such as the nitrogen phosphorus in water body on chinampa, so as to
Reach the purpose to purify water.
The shortcomings that respective all be present in three major types method common at present：(1) medical method is common issue is that to low concentration
Organic matter is not worked, and the suspension in water is rested in water always, is not handled, and causes suspension to accumulate；(2) river course
Watercourse aeration technology is mainly by toward being oxygenated in water, improving ammonification and nitrification effect, organic amino being changed into nitrate nitrogen, but always
Nitrogen is still rested in water and not removed；The shortcomings that another is fatal is that the hydraulics in river course are not suitable for activated sludge life
It is long, there is the inactive sludge of oxygen, cause the removal efficiency of organic matter low.(3) artificial floating island technology relies primarily on aquatile profit
With the organic nutrition in degraded sludge, but there is no degradation capability to the organic matter in current water and ammonia nitrogen, therefore remove effect
Fruit is poor, supplement that can only be as other technologies and consolidation.
Utility model content
The utility model is to solve the above mentioned problem present in existing river course water technology, there is provided one kind tool
Have the advantages that modularization, small volume, without civil engineering, short time limit, finished productization assembling, it is quick, especially suitable for River Network
River water body reparation, the good river course high-efficiency water purifying treatment device of nitrogen P elements removal effect.
To achieve these goals, the utility model uses following technical scheme：
A kind of river course high-efficiency water purifying treatment device, including housing, water inlet pipe and outlet pipe located at housing both ends, the housing
Inside is provided with first partition, second partition and the 3rd dividing plate, and the first partition, second partition and the 3rd dividing plate are by enclosure interior
Space is divided into Jin Shuichuchen areas, electric flocculation area, bio-reaction zone and water outlet settling zone, and the first partition top is provided with first and connected
Through hole, the second partition are provided with the second intercommunicating pore, overflow are formed respectively provided with gap between the 3rd dividing plate and housing
Mouthful and circulation port, be provided with one group of positive and negative flocculation electrode in the electric flocculation area, provided with bubble-free aeration life in the bio-reaction zone
Thing membrane module, the water inlet pipe, outlet pipe are connected to intake pump and go out water pump.The utility model uses integral structure,
Water inlet Chu Chen areas, which carry out preliminary sedimentation, can reduce the processing pressure in follow-up electric flocculation area；Pass through the wadding of external power supply in electric flocculation area
Adsorpting aggregation, compression flocculation and the precipitation and separation of pollutant and water of solidifying electrode pair pollutant (especially ss suspended solid), it is real
Now the purification to pollutant in water body removes, especially can intensified denitrification and dephosphorization significantly effect；Bubble-free aeration biological membrane assembly
In, the biomembrane for being attached to doughnut surface has vertical layering from bottom to surface, is followed successively by nitrification layer, good from inside to outside
Oxygen layer, denitrification layer, anaerobic layer, pure oxygen or air are that biomembrane carries out bubble-free aeration by the micropore in doughnut, in
The biomembrane that the outside of empty fiber membrane is formed fully contacts with waste water, and contained organic matter is by biomembrane absorption and oxygen in urban river water
Change and decompose, so that urban river water is purified；Overfall and circulation port to carry out between bio-reaction zone and water outlet settling zone
Mass transfer is circulated, is advantageous to maintain the activity of microorganism in bubble-free aeration biological membrane assembly.It is strong that the utility model has coupled electric flocculation
The technologies such as phosphorus, biological denitrificaion dephosphorization, bubble-free aeration are eliminated, nitrogen P elements can be achieved and remove jointly, particularly low concentration nitrogen is gone
Remove, anti-load impact ability is strong, has modularization, small volume, without civil engineering, short time limit, finished productization assembling, quick etc. excellent
Point, the river water body reparation especially suitable for River Network.
Preferably, the electric flocculation area is provided with the electrode liquid level gauge for being used for controlling intake pump start-stop, the electrode liquid level
Meter is connected with intake pump.
Preferably, the water inlet Chu Chen areas, electric flocculation area bottom are provided with desilting pipe, the desilting pipe is connected with crushing
Pump.
Preferably, the bubble-free aeration biological membrane assembly includes doughnut curtain biomembrane, upper discharge and next part
Tracheae, the doughnut curtain biomembrane is formed by some doughnut arrangements for being attached with different microorganisms, described hollow
The middle part of fiber film wire is in relaxation shape, the upper and lower ends of doughnut be sealingly fastened in respectively discharge, on outlet manifold simultaneously
Communicate therewith, the upper discharge, outlet manifold both ends are provided with end cover, and described outlet manifold one end is connected with by pipeline
Air blower, described upper discharge one end are connected with blast pipe.Air blower send air through upper discharge hollow in the utility model
In fiber, bubble-free aeration is carried out for biomembrane by the micropore of doughnut, oxygen mass transfer efficiency high, oxygen is in doughnut
The biomembrane that outside is formed fully contacts with sewage, and to meet the needs of microorganism is to oxygen, excessive gas converges through upper discharge
Discharged by blast pipe.
Preferably, water outlet settling zone bottom is provided with blow-off pipe, the blow-off pipe is connected with dredge pump.
Therefore, the utility model has the advantages that：Electric flocculation reinforced phosphor-removing, biological denitrificaion dephosphorization, nothing are coupled
The technologies such as bubble aeration, nitrogen P elements can be achieved and remove jointly, particularly low concentration nitrogen removes, and anti-load impact ability is strong, tool
Have the advantages that modularization, small volume, without civil engineering, short time limit, finished productization assembling, it is quick, especially suitable for River Network
River water body reparation.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the present utility model.
In figure：Housing 1, water inlet pipe 2, outlet pipe 3, first partition 4, second partition 5, the 3rd dividing plate 6, water inlet Chu Chen areas 7,
Electric flocculation area 8, bio-reaction zone 9, water outlet settling zone 10, the first intercommunicating pore 11, the second intercommunicating pore 12, overfall 13, circulation port
14, positive and negative flocculation electrode 15, intake pump 16, go out water pump 17, electrode liquid level gauge 18, desilting pipe 19, macerator pump 20, doughnut curtain
Formula biomembrane 21, upper discharge 22, outlet manifold 23, end cover 24, air blower 25, blast pipe 26, blow-off pipe 27, dredge pump
28。
Embodiment
The utility model is further described with reference to the accompanying drawings and detailed description.
A kind of river course high-efficiency water purifying treatment device as shown in Figure 1, including the housing 1 of Long Circle, entering located at housing both ends
Water pipe 2 and outlet pipe 3, water inlet pipe, outlet pipe are connected to intake pump 16 and go out water pump 17, enclosure interior be fixed with first every
Plate 4, the dividing plate 6 of second partition 5 and the 3rd, at the beginning of enclosure interior space is divided into water by first partition, second partition and the 3rd dividing plate
Heavy area 7, electric flocculation area 8, bio-reaction zone 9 and water outlet settling zone 10, first partition top are provided with the first intercommunicating pore 11, second every
Plate is provided with the second intercommunicating pore 12, forms overfall 13 and circulation port 14 respectively provided with gap between the 3rd dividing plate and housing, enters
Shui Chuchen areas, electric flocculation area bottom are connected with desilting pipe 19, and desilting pipe is connected with macerator pump 20, and electric flocculation area is positive and negative built with one group
Flocculate electrode 15, and positive and negative flocculation electrode is connected with external power supply and (does not indicate external power supply in figure), and electric flocculation area is additionally provided with use
In the electrode liquid level gauge 18 of control intake pump start-stop, electrode liquid level gauge is connected with intake pump, and still exposure is provided with bio-reaction zone
Gas biological membrane assembly, bubble-free aeration biological membrane assembly include doughnut curtain biomembrane 21, upper discharge 22 and outlet manifold
23, doughnut curtain biomembrane is formed by some doughnut arrangements for being attached with different microorganisms, hollow fiber film thread
Middle part is in relaxation shape, and the upper and lower ends of doughnut are sealingly fastened in discharge respectively, on outlet manifold and communicate therewith, on
Discharge, outlet manifold both ends are provided with end cover 24, and outlet manifold one end is connected with air blower 25, upper discharge by pipeline
One end is connected with blast pipe 26, and water outlet settling zone bottom is connected with blow-off pipe 27, and blow-off pipe is connected with dredge pump 28.
Operation logic of the present utility model is：River is evacuated to Jin Shuichuchen areas by water inlet pipe through intake pump, through after precipitation
One intercommunicating pore overflows to electric flocculation area, and electric flocculation after positive and negative flocculation electrode is powered, river overflows to bio-reaction zone through the second intercommunicating pore
Reacted, between-line spacing is entered during reaction and is aerated, the river in bio-reaction zone enters one through doughnut curtain biology film process
After step removes denitrification P elements, water outlet settling zone is flow to through overfall, the water on top can be extracted out by going out water pump through outlet pipe, under
The water and sludge in portion carry out circulation mass transfer by the river in circulation port and bio-reaction zone, to maintain bubble-free aeration biomembrane group
The activity of microorganism in part；Water inlet Chu Chen areas and the sludge of electric flocculation area bottom deposit are discharged through desilting pipe by macerator pump.
It is described above, only it is preferred embodiment of the present utility model, not the utility model is imposed any restrictions, every
Any simple modification, change and the equivalent structure transformation made according to the utility model technical spirit to above example, still
Belong to the protection domain of technical solutions of the utility model.
Claims (5)
- A kind of 1. river course high-efficiency water purifying treatment device, it is characterised in that water inlet pipe (2) including housing (1), located at housing both ends and Outlet pipe (3), the enclosure interior are provided with first partition (4), second partition (5) and the 3rd dividing plate (6), the first partition, Second partition and the 3rd dividing plate by enclosure interior space be divided into Jin Shuichuchen areas (7), electric flocculation area (8), bio-reaction zone (9) and Water outlet settling zone (10), the first partition top are provided with the first intercommunicating pore (11), and the second partition is provided with the second connection Hole (12), overfall (13) and circulation port (14), the electricity wadding are formed respectively provided with gap between the 3rd dividing plate and housing One group of positive and negative flocculation electrode (15) is provided with coagulation zone, is provided with bubble-free aeration biological membrane assembly in the bio-reaction zone, it is described enter Water pipe, outlet pipe are connected to intake pump (16) and go out water pump (17).
- 2. a kind of river course high-efficiency water purifying treatment device according to claim 1, it is characterised in that the electric flocculation area, which is provided with, to be used In the electrode liquid level gauge (18) of control intake pump start-stop, the electrode liquid level gauge is connected with intake pump.
- 3. a kind of river course high-efficiency water purifying treatment device according to claim 1, it is characterised in that the water inlet Chu Chen areas, electricity Flocculation zone bottom is provided with desilting pipe (19), and the desilting pipe is connected with macerator pump (20).
- A kind of 4. river course high-efficiency water purifying treatment device according to claim 1, it is characterised in that the bubble-free aeration biomembrane Component includes doughnut curtain biomembrane (21), upper discharge (22) and outlet manifold (23), the doughnut curtain life Thing film is formed by some doughnut arrangements for being attached with different microorganisms, and the middle part of the hollow fiber film thread is in relaxation shape, The upper and lower ends of doughnut are sealingly fastened in discharge respectively, on outlet manifold and communicate therewith, the upper discharge, under Discharge both ends are provided with end cover (24), and described outlet manifold one end is connected with air blower (25), the upper collection by pipeline Tracheae one end is connected with blast pipe (26).
- A kind of 5. river course high-efficiency water purifying treatment device according to claim 1, it is characterised in that water outlet settling zone bottom Provided with blow-off pipe (27), the blow-off pipe is connected with dredge pump (28).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720492121.1U CN206799375U (en) | 2017-05-05 | 2017-05-05 | A kind of river course high-efficiency water purifying treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720492121.1U CN206799375U (en) | 2017-05-05 | 2017-05-05 | A kind of river course high-efficiency water purifying treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206799375U true CN206799375U (en) | 2017-12-26 |
Family
ID=60738276
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720492121.1U Expired - Fee Related CN206799375U (en) | 2017-05-05 | 2017-05-05 | A kind of river course high-efficiency water purifying treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206799375U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108609816A (en) * | 2018-07-19 | 2018-10-02 | 安徽华骐环保科技股份有限公司 | A kind of river sewage total system and its processing method |
| CN114439066A (en) * | 2021-12-01 | 2022-05-06 | 石家庄市滹滏工程有限公司 | River channel purification device and method |
-
2017
- 2017-05-05 CN CN201720492121.1U patent/CN206799375U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108609816A (en) * | 2018-07-19 | 2018-10-02 | 安徽华骐环保科技股份有限公司 | A kind of river sewage total system and its processing method |
| CN114439066A (en) * | 2021-12-01 | 2022-05-06 | 石家庄市滹滏工程有限公司 | River channel purification device and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20171226 Termination date: 20180505 |