CN203428978U - Device for treating branch river water - Google Patents
Device for treating branch river water Download PDFInfo
- Publication number
- CN203428978U CN203428978U CN201320367330.5U CN201320367330U CN203428978U CN 203428978 U CN203428978 U CN 203428978U CN 201320367330 U CN201320367330 U CN 201320367330U CN 203428978 U CN203428978 U CN 203428978U
- Authority
- CN
- China
- Prior art keywords
- pond
- water
- station
- plate
- microbiological
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Images
Abstract
The utility model discloses a device for treating branch river water. The device is characterized by comprising a sedimentation tank, an aerobic micro-organism treatment pond and an anaerobic microorganism treatment pond which are arranged on a river branch and encircled by plastic plates, cement prefabticated members, non-metal plates except the plastic plates or stainless steel plates; weirs from high to low are arranged between the sedimentation tank and the aerobic micro-organism treatment pond as well as between the aerobic micro-organism treatment pond and the anaerobic microorganism treatment pond. Compared with the prior art, the device has the advantages that water in the river branch can be biologically treated conveniently and effectively, the structure is simple and the operation, and manufacture and use costs are low.
Description
Technical field:
The utility model relates to a kind of sewage water treatment method and device of water.
Background technology:
The width of existing a big chunk is 10---and gush in the river of 20 meters of left and right, be subject to the pollution of sanitary sewage and enterprise's sewage, eutrophication is serious, some also contains a large amount of greasy dirts, and the water that gush in these rivers can seriously pollute the mobile jib river of life water source often after being pooled to mobile jib river, cause water quality very poor, because the amount of the water being polluted is very large, it is very difficult that the water treatment of polluting is good relying on power of nature (as clean in natural biology), if adopt, manually sewage is processed, as being introduced to sewage work, processes in sewage, the water yield of gushing due to river is large, the pollution level of water is far from reaching the degree that sewage work's sewage treatment capacity will reach, like this, both do not had the water introducing sewage work that enough abilities (as perfect pipe network) are gushed all rivers of being polluted to process, the water that enables that river is gushed is introduced sewage work and is processed, cost is also very expensive.
Summary of the invention:
That goal of the invention of the present utility model is to provide is that the water in a kind of can gushing river is easily and effectively carried out a biological disposal upon, simple in structure, operation and manufacture treatment process and the device of the river water burst that use cost is low.
The treatment unit of river of the present utility model water burst is achieved in that and comprises settling tank, the microbiological treatment pond of swarming in river that be arranged on enclosing with plastic plate or cement prefab or the non-metal board except plastic plate or stainless steel plate, in settling tank, microbiological treatment, between pond, be provided with weir, fixedly group of more than two rows station is set on microbiological treatment pond, every row's station fixedly group is provided with several board fixers, on board fixer, be fixed with surface and had the plate object of biological sludge, the plate face of plate object and water (flow) direction almost parallel, the spacing of adjacent two plate objects is 2-30mm, being provided with above of the plate object of the fixing group of station above arranges the gas discharging apparatus that is connected with apparatus of oxygen supply to carry out aerobic microbiological processing, and the fixing group of station below forms anaerobion treatment zone, or microbiological treatment pond is by the aerobic microbiological treating pond that deposits biological sludge, anaerobion treating pond forms, between settling tank and aerobic microbiological treating pond, weir is from high to low set between aerobic microbiological treating pond and anaerobion treating pond, bottom at aerobic microbiological treating pond arranges the gas discharging apparatus being connected with apparatus of oxygen supply, anaerobion treating pond arranges fixedly group of more than row station, every row's station fixedly group is provided with several board fixers, on board fixer, be fixed with surface and had the plate object of biological sludge, the plate face of plate object and water (flow) direction almost parallel, the spacing of adjacent two plate objects is 2-30mm.
When microbiological treatment pond consists of the aerobic microbiological treating pond, the anaerobion treating pond that deposit biological sludge, at the plate object of the fixing group of station above of anaerobion treating pond, be provided with the gas discharging apparatus being connected with apparatus of oxygen supply to carry out aerobic microbiological processing above.
The fixing group of station in microbiological treatment pond bottom is above provided with groove, groove is connected with biological sludge receiving tank or is connected with aerobic microbiological treating pond by pipeline, suction unit, the sludgd deposition of being rich in microorganism that anaerobion treating pond produces is in groove and be drawn into aerobic microbiological treating pond by pipeline, suction unit, to increase the amount of the microorganism of aerobic microbiological treating pond.
By settling tank of the present utility model, microbiological treatment Chi Yi gushes in river flow direction and sets gradually, plate object surface or the aerobic microbiological treating pond of the fixing group of station forward drop into biological sludge or bacterial classification, the plate object surface of the plate object surface of the fixing group of station sternward or the fixing group of station of anaerobion treating pond is enclosed biological sludge or is cultivated biological sludge, river water burst enters after settling tank, sediment settlement in water gets off, then water covers settling tank and enters microbiological treatment pond, under the effect of oxygen that apparatus of oxygen supply provides (air) and biological sludge, water is carried out to aerobe processing, the oxygen pumping into (air) makes water, biological sludge constantly rolls, to guarantee water and oxygen (air), biological sludge fully contacts, then enter anaerobic biological treatment district, the water flowing through in the narrow space of two adjacent plate objects can be fully and plate object Surface Contact, to carry out fully anaerobic biological treatment, thereby make contaminated water be carried out a biological disposal upon into clean water.
Adopt plate object, neither affect the proper flow of the water gushing in river,, can effectively to river water burst, carry out a biological disposal upon again meanwhile.
Here, be provided with barrier entering settling tank place, to filter thick, bigger material.
In order to control the flow velocity of water, the water outlet in microbiological treatment pond is provided with weir, and the height on the weir before the aspect ratio on weir is low.
The utility model compared with the prior art, owing to directly gushing biological treatment tank is set in river, like this, can to river water burst, carry out a biological disposal upon constantly, and, can make full use of the length of gushing in river and sufficiently long plate object is set to increase the surface-area of water treatment, moreover river water burst is compared with life, production waste, pollution level is relatively low, therefore, has advantages of at low cost and effectively polluted river water burst is carried out to microbiological treatment.
Accompanying drawing explanation:
Fig. 1 is the structural representation of the utility model embodiment 1;
Fig. 2 is the vertical view of Fig. 1;
Fig. 3 is the structural representation of the utility model embodiment 2
Fig. 4 is the vertical view of Fig. 3;
Fig. 5 is the lateral plan of the fixing group of station.
Embodiment:
Now in conjunction with the accompanying drawings and embodiments the utility model is described in further detail:
Embodiment 1: as shown in Fig. 1,2,5, the present invention includes with the river that is arranged on that plastic plate or cement prefab or the non-metal board except plastic plate or stainless steel plate enclose and gush settling tank 1, the microbiological treatment pond 19 on 17, at settling tank 1, 19, microbiological treatment pond is provided with weir 4, the fixing groups 8 of station more than eight rows is set on microbiological treatment pond 19, the fixing group 8 of every row's station is provided with several board fixers 9, on board fixer 9, be fixed with surface and had the plate object 10 of biological sludge, the plate face of plate object 10 and water (flow) direction almost parallel, the spacing A of adjacent two plate objects 10 is 2-30mm, being provided with above of the plate object 10 of the fixing groups 8 of station more than two rows above arranges the gas discharging apparatus being connected with apparatus of oxygen supply 7, gas discharging apparatus is to carry out aerobic microbiological processing with the pipe 6 of countless venting ports 5, 8 of the fixing groups of station below form anaerobion treatment zone 20.
The width B along water flow direction of plate object 10 is 5-300mm.Adopt little width plate object 10 to coordinate the fixing group 8 of most stations, both ensured enough microbial film processing areas, and meanwhile, can make current pass through with certain turbulent state, to guarantee that water can fully contact with plate object 10 surfaces (if plate object 10 is wide, easily making water form viscous flow state).
Be provided with barrier 14 entering settling tank 1 place.
Water outlet in microbiological treatment pond 19 is provided with weir 4, and the height on the weir 4 before the aspect ratio on this weir 4 is low.
In the bottom in microbiological treatment pond 19, be provided with the suction tube 16 with suction pump 15, to unnecessary biological sludge is taken away.
Embodiment 2: as shown in Fig. 3,4,5, the embodiment of the present invention comprises with the river that is arranged on that plastic plate or cement prefab or the non-metal board except plastic plate or stainless steel plate enclose gushes settling tank 1, aerobic microbiological treating pond 2, the anaerobion treating pond 3 on 17,2 of settling tank 1, aerobic microbiological treating ponds, aerobic microbiological treating pond 2, 3 of anaerobion treating ponds are provided with weir 4 from high to low, aerobic microbiological treating pond 2 bottoms are provided with the pipe 6 with countless venting ports 5, pipe 6 is connected with apparatus of oxygen supply 7, the fixing group 8 of station more than one row is set along water (flow) direction at anaerobion treating pond 3, the fixing group 8 of every row's station is provided with several board fixers 9, on board fixer 9, be fixed with plate object 10, the plate face of plate object 10 and water (flow) direction almost parallel, the spacing A of adjacent two plate objects 10 is 2-30mm, the fixing group 8 of first row station and aerobic microbiological treating pond 2, the bottom that 4, the weir that anaerobion treating pond is 3 and the fixing group of adjacent two row's station are 8 is provided with groove 11, groove 11 is by pipeline 12, suction unit 13 is connected with aerobic microbiological treating pond 2.
The width B along water flow direction of plate object 10 is 5-300mm, and the fixing group 8 of station is more than 5 rows.Adopt little width plate object 10 to coordinate the fixing group 8 of most stations, both ensured enough microbial film processing areas, and meanwhile, can make current pass through with certain turbulent state, to guarantee that water can fully contact with plate object 10 surfaces (if plate object 10 is wide, easily making water form viscous flow state).
Here, the surface of plate object 10 is hydrophilic surfaces, so that securely by microorganism sludge absorption.
Be provided with barrier 14 entering settling tank 1 place.
Water outlet at anaerobion treating pond 3 is provided with weir 4, and the weir 4 that aspect ratio aerobic microbiological treating pond 2, the anaerobion treating pond on the weir 4 that the water outlet of anaerobion treating pond is set are 3 is low.
In the bottom of aerobic microbiological treating pond 3, be provided with the suction tube 16 with suction pump 15, to unnecessary biological sludge is taken away.
The material on weir 4 is plastic plate or cement prefab or the non-metal board except plastic plate or stainless steel plate.
Before the plate object 10 of the fixing group 8 of 1-3 stations before anaerobion treating pond 3, be provided with the gas discharging apparatus being connected with apparatus of oxygen supply 7 to carry out aerobic microbiological processing.
Claims (6)
1. a treatment unit for river water burst, is characterized in that comprising settling tank, the microbiological treatment pond of swarming in river that be arranged on enclosing with plastic plate or cement prefab or the non-metal board except plastic plate or stainless steel plate, in settling tank, microbiological treatment, between pond, be provided with weir, fixedly group of more than two rows station is set on microbiological treatment pond, every row's station fixedly group is provided with several board fixers, on board fixer, be fixed with surface and had the plate object of biological sludge, the plate face of plate object and water (flow) direction almost parallel, the spacing of adjacent two plate objects is 2-30mm, before the plate object of the fixing group of station above, be provided with the gas discharging apparatus being connected with apparatus of oxygen supply to carry out aerobic microbiological processing, the fixing group of station below forms anaerobion treatment zone, or microbiological treatment pond is by the aerobic microbiological treating pond that deposits biological sludge, anaerobion treating pond forms, between settling tank and aerobic microbiological treating pond, weir is from high to low set between aerobic microbiological treating pond and anaerobion treating pond, bottom at aerobic microbiological treating pond arranges the gas discharging apparatus being connected with apparatus of oxygen supply, anaerobion treating pond arranges fixedly group of more than row station, every row's station fixedly group is provided with several board fixers, on board fixer, be fixed with surface and had the plate object of biological sludge, the plate face of plate object and water (flow) direction almost parallel, the spacing of adjacent two plate objects is 2-30mm.
2. the treatment unit of river according to claim 1 water burst, while it is characterized in that microbiological treatment pond consists of the aerobic microbiological treating pond, the anaerobion treating pond that deposit biological sludge, at the plate object of the fixing group of station above of anaerobion treating pond, be provided with the gas discharging apparatus being connected with apparatus of oxygen supply above.
3. the treatment unit of river according to claim 2 water burst, the fixing bottom of organizing above of station that it is characterized in that microbiological treatment pond is provided with groove, and groove is connected with biological sludge receiving tank or is connected with aerobic microbiological treating pond by pipeline, suction unit.
4. according to the treatment unit of the river water burst described in claim 1 or 2 or 3, the width along water flow direction that it is characterized in that plate object is 5-300mm, and station fixedly group is more than 5 rows.
5. the treatment unit of river according to claim 4 water burst, is characterized in that being provided with weir at the water outlet in microbiological treatment pond, and the height on the weir before the aspect ratio on weir is low.
6. the treatment unit of river according to claim 5 water burst, is characterized in that being provided with barrier entering settling tank place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320367330.5U CN203428978U (en) | 2013-06-25 | 2013-06-25 | Device for treating branch river water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320367330.5U CN203428978U (en) | 2013-06-25 | 2013-06-25 | Device for treating branch river water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203428978U true CN203428978U (en) | 2014-02-12 |
Family
ID=50058029
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320367330.5U Withdrawn - After Issue CN203428978U (en) | 2013-06-25 | 2013-06-25 | Device for treating branch river water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203428978U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103332787A (en) * | 2013-06-25 | 2013-10-02 | 李泽 | Method and device for treating river surge water |
-
2013
- 2013-06-25 CN CN201320367330.5U patent/CN203428978U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103332787A (en) * | 2013-06-25 | 2013-10-02 | 李泽 | Method and device for treating river surge water |
| CN103332787B (en) * | 2013-06-25 | 2014-08-20 | 李泽 | Method and device for treating river surge water |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205170626U (en) | Organic high salt concentration effluent disposal system | |
| CN102336500B (en) | Rural domestic sewage treatment system suitable for northern part of China and technology thereof | |
| CN103332787B (en) | Method and device for treating river surge water | |
| KR100909477B1 (en) | Agricultural water-recycling system comprising fe-ionizing module and method for recycling agricultural water using the same | |
| CN103979763A (en) | Unpowered mixing and low temperature resistant biochemical treatment device for rural (community) sewage mud liquid | |
| CN103951143A (en) | Constant water level membrane biological reaction system and method for removing pollutants in sewage by utilizing same | |
| CN104163494A (en) | Autotrophic nitrogen removal device for landfill leachate, and running method | |
| CN203428978U (en) | Device for treating branch river water | |
| CN101700933A (en) | Advanced water treatment method by utilizing artificial floating island wetland | |
| CN102424474B (en) | New method for acclimating active sludge resisting high chloride ion wastewater | |
| CN104556567A (en) | Reclaimed water treating device and method for treating reclaimed water by using same | |
| CN101898851A (en) | Membrane bioreactor application process for resisting membrane pollution | |
| CN205011584U (en) | Sewage treatment system based on MBR | |
| CN103332830B (en) | Method and device for efficiently treating gushing water of river | |
| CN103043801B (en) | Plant restoration method of tetracycline-polluted wastewater | |
| CN204569638U (en) | A kind of trade effluent biological desalination reprocessing cycle Zero discharging system | |
| CN215208707U (en) | Device for treating high-concentration organic wastewater by MUASB improved MUCT | |
| CN104591409A (en) | Micro-aerobic biological treatment device for low-C/N-ratio manure dry-collection pig farm wastewater and method for treating pig farm wastewater | |
| CN212669489U (en) | Small town sewage centralized treatment device | |
| CN212151715U (en) | Electrochemical device for treating lead-zinc industrial mineral processing wastewater | |
| CN105439382A (en) | Integral treatment apparatus of high-concentration organic matter wastewater | |
| CN202482172U (en) | Small-town sewage centralized processing device | |
| CN203382565U (en) | High-efficient river surge water treatment device | |
| CN205347130U (en) | Handle high concentration organic waste water integrated device | |
| CN204058173U (en) | A kind for the treatment of system of organic waste water |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140212 Effective date of abandoning: 20140820 |
|
| RGAV | Abandon patent right to avoid regrant |