CN203382565U - High-efficient river surge water treatment device - Google Patents
High-efficient river surge water treatment device Download PDFInfo
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- CN203382565U CN203382565U CN201320424840.1U CN201320424840U CN203382565U CN 203382565 U CN203382565 U CN 203382565U CN 201320424840 U CN201320424840 U CN 201320424840U CN 203382565 U CN203382565 U CN 203382565U
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- plate
- rod
- plate object
- water burst
- treatment unit
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Abstract
The utility model relates to a high-efficient river surge water treatment device. The high-efficient river surge water treatment device is characterized by comprising a plurality of rows of working position fixing groups, wherein a plurality of plate fixing devices with floats are arranged in each row of the working position fixing group, plate-like objects are fixedly arranged on the plate fixing devices, the plate surfaces of the plate-like objects are almost parallel to the river surge water flow direction, the spacing interval between two adjacent plate-like objects is 2-30mm, and a soft baffle plate which can reach the bottom of a riverbed is connected below the plate-like objects below each row of the working position fixing group. Compared with the prior art, the high-efficient river surge water treatment device has the advantages of capability of conveniently and effectively performing biological treatment on water in river surge, simple structure, and low operation, manufacturing and using cost.
Description
Technical field:
The utility model relates to a kind of waste disposal plant of water.
Background technology:
The width of existing a big chunk is 10---and gush in the river of 20 meters 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 the mobile jib river, cause water quality very poor, because the amount of the water polluted is very large, it is very difficult that the water treatment of polluting is good relying on power of nature (as clean as natural biology), if adopt, manually sewage is processed, as being introduced to sewage work, processed 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 be processed, 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 the treatment unit of the river water burst that use cost is low.
The treatment unit of river of the present utility model water burst is to realize like this, comprise fixedly group of number row station, every row's station fixedly group is provided with several stationary installations with float, be fixed with plate object or rod on stationary installation, the plate face of plate object and river water burst flow path direction almost parallel, the spacing of adjacent two plate objects or rod is 2-30mm, every row's station fixedly the plate object of group below doing or rod below be connected with the soft baffle plate of the bottom, riverbed of can going directly.
During work, first at the fixing plate object of organizing of the station of part or rod surface, cultivate the aerobic microbiological film, cultivate the anaerobion film at the fixing plate object of organizing of the station of another part or rod surface, then being placed on successively river swarms, the bottom of soft baffle plate is positioned on riverbed by weight or other fixed form, in aerobic microbiological treatment zone front, weir and barrier are set, in order to solid sediment is filtered out, water burst first the flow through plate object with the aerobic microbiological film of aerobic treatment district the inside in river carries out the aerobic microbiological processing, owing to gushing self and just be rich in oxygen in mobile river, therefore, there is sufficient oxygen to carry out the aerobic microbiological processing, afterwards, enter the anaerobion treatment zone and carry out the anaerobion processing, thereby make contaminated water be carried out a biological disposal upon into clean water.
Here, in order to ensure sufficient oxygen, carry out the aerobic microbiological processing, in the fixing plate object front of organizing of the station of part, be provided with the gas discharging apparatus be connected with apparatus of oxygen supply.
Adopt plate object or rod, neither affect the proper flow of the water gushed in river,, can effectively be carried out a biological disposal upon to the river water burst again simultaneously.
The utility model compared with the prior art, owing to directly in river, gushing biological treatment tank is set, like this, can to the river water burst, be carried out a biological disposal upon constantly, and, can take full advantage of the length of gushing in river and sufficiently long plate object is set to increase the surface-area of water treatment, moreover the 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.
The accompanying drawing explanation:
The structural representation that Fig. 1 is the embodiment of the present invention 1;
The vertical view that Fig. 2 is Fig. 1;
The structural representation that Fig. 3 is the embodiment of the present invention 2
The vertical view that Fig. 4 is Fig. 3;
The lateral plan that Fig. 5 is the fixing group of station;
The lateral plan of the fixing group of the station that Fig. 6 is embodiment 3.
Embodiment:
Now in conjunction with the accompanying drawings and embodiments the present invention is described in further detail:
Embodiment 1: as shown in Fig. 1,2,5, the present invention includes the river that is arranged on enclosed with plastic plate or cement prefab or the non-metal board except plastic plate or stainless steel plate and gush settling region 1, the microbiological treatment district 19 on 17, in settling region 1, 19, microbiological treatment district is provided with weir 4, the fixing group 8 of the above station of eight rows is set in microbiological treatment district 19, the fixing group 8 of every row's station is provided with several with float 24 stationary installations 9, be fixed with surface on stationary installation 9 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, be connected with soft baffle plate 22 below plate object 10 below the fixing group 8 of every row's station, the bottom of soft baffle plate 22 is dropped on the bottom, riverbed and is positioned on riverbed by weight 23, the front of the plate object 10 of the fixing group 8 of station that two rows in front are above is provided with the gas discharging apparatus be connected with apparatus of oxygen supply 7 is set, gas discharging apparatus is in order to carry out the aerobic microbiological processing with the pipe 6 of countless venting ports 5, 8 of the fixing groups of the station of back form anaerobion treatment zone 20.
By rope 21, the fixing group 8 of all stations is cascaded.Like this, after rope is fixed on to river and gushes, just be fixed up in each position of organizing the fixing group 8 of station, can not drift about because of flowing of river.
The width B along the 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 simultaneously, 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 the viscous flow state).
Be provided with barrier 14 entering 1 place, settling region.
Water outlet in microbiological treatment district 19 is provided with weir 4, and the height on the weir 4 of the aspect ratio front on this weir 4 is low.
Be provided with the suction tube 16 with suction pump 15 in the bottom in microbiological treatment district 19, in order to unnecessary biological sludge is taken away.
Embodiment 2: as shown in Fig. 3,4,5, the embodiment of the present invention comprises that the river that is arranged on enclosed with plastic plate or cement prefab or the non-metal board except plastic plate or stainless steel plate gushes settling region 1, aerobic microbiological treatment zone 2, the anaerobion treatment zone 3 on 17, in settling region 1,2 of aerobic microbiological treatment zones, aerobic microbiological treatment zone 2, 3 of anaerobion treatment zones are provided with weir 4 from high to low, aerobic microbiological treatment zone 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 treatment zone 3, the fixing group 8 of every row's station is provided with several stationary installations with float 24 9, be fixed with plate object 10 on stationary installation 9, 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 treatment zone 2, the bottom that 4, the weir that the anaerobion treatment zone 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 the 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 simultaneously, 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 the viscous flow state).
Here, the surface of plate object 10 is hydrophilic surfaces, so that securely by the microorganism sludge absorption.
Be provided with barrier 14 entering 1 place, settling region.
Water outlet at anaerobion treatment zone 3 is provided with weir 4, and the weir 4 that the aspect ratio aerobic microbiological treatment zone 2 on the weir 4 that the water outlet of anaerobion treatment zone is set, anaerobion treatment zone are 3 is low.
Be provided with the suction tube 16 with suction pump 15 in the bottom of aerobic microbiological treatment zone 3, in order 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.
Front at the plate object 10 of the fixing group 8 of 1-3 stations of the front of anaerobion treatment zone 3 is provided with the gas discharging apparatus be connected with apparatus of oxygen supply 7 in order to carry out the aerobic microbiological processing.
Embodiment 3: the present embodiment is on the basis of above-described embodiment, adopts rod 25 to substitute plate object 10.Rod 25 lower ends are provided with rod network for location 26, and top is realized location with the rod 25 of flange 28 through the mesh of the pilot hole 27 on stationary installation 9 and rod network for location.After adopting rod network for location 26 and rod network for location 26 being positioned to river and gushing bottom, just easily in the situation that not affect the river water burst mobile, by rod 25 location.The diameter of rod 25 is at 1-20mm.
The treatment process of river of the present invention water burst is to realize like this, when the water of river in gushing enters settling region 1, utilize natural subsidence that the sediment deposition in water is got off, then the weir 4 that covers 1 back, settling region enters microbiological treatment district 19, under the effect of the aerobic microbiological in the biological sludge that is rich in microorganism 18 of the oxygen passed into and the inside, water is carried out to the aerobe processing, water after aerobic microbiological is processed enters anaerobion treatment zone 20 or anaerobion treatment zone 3, anaerobion in the biological sludge of current through adsorbing through plate object 10 surfaces after anaerobion treatment zone 20 or anaerobion treatment zone 3 becomes clean water after processing, microbiological treatment district 19 is by the aerobic microbiological treatment zone 2 that deposits biological sludge, when anaerobion treatment zone 3 forms, the sludgd deposition of being rich in microorganism that anaerobion treatment zone 3 produces is in groove 11 and by pipeline 12, suction unit 13 is drawn into aerobic microbiological treatment zone 2, in order to increase the amount of the microorganism of aerobic microbiological treatment zone 2.
Claims (8)
1. the treatment unit of an efficient river water burst, it is characterized in that comprising fixedly group of number row station, every row's station fixedly group is provided with several stationary installations with float, be fixed with plate object or rod on stationary installation, the plate face of plate object and river water burst flow path direction almost parallel, the spacing of adjacent two plate objects or rod is 2-30mm, is connected with the soft baffle plate of the bottom, riverbed of can going directly below the plate object below the fixing group of every row's station or rod.
2. the treatment unit of efficient river according to claim 1 water burst, is characterized in that being provided with in fixing plate object or the rod front of organizing of the station of part the gas discharging apparatus be connected with apparatus of oxygen supply.
3. the treatment unit of efficient river according to claim 1 and 2 water burst, the width along the water flow direction that it is characterized in that plate object is 5-300mm, station fixedly group is more than 5 rows.
4. the treatment unit of efficient river according to claim 3 water burst, is characterized in that plate object or rod are stainless material or wetting ability non-metallic material.
5. the treatment unit of efficient river according to claim 4 water burst, is characterized in that plate object is the plate object of porous.
6. the treatment unit of efficient river according to claim 5 water burst, is characterized in that plate object is expanded metal lath.
7. the treatment unit of efficient river according to claim 1 and 2 water burst, is characterized in that the rod lower end is provided with the rod network for location, and rod is positioned between the mesh of stationary installation and rod network for location.
8. the treatment unit of efficient river according to claim 7 water burst, is characterized in that top realizes location with the rod of flange through the mesh of the pilot hole on stationary installation and rod network for location.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320424840.1U CN203382565U (en) | 2013-07-17 | 2013-07-17 | High-efficient river surge water treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320424840.1U CN203382565U (en) | 2013-07-17 | 2013-07-17 | High-efficient river surge water treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203382565U true CN203382565U (en) | 2014-01-08 |
Family
ID=49871077
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320424840.1U Expired - Fee Related CN203382565U (en) | 2013-07-17 | 2013-07-17 | High-efficient river surge water treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203382565U (en) |
-
2013
- 2013-07-17 CN CN201320424840.1U patent/CN203382565U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140108 Termination date: 20140717 |
|
| EXPY | Termination of patent right or utility model |