CN208700850U - A kind of town sewage nozzle integrated processing system - Google Patents
A kind of town sewage nozzle integrated processing system Download PDFInfo
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- CN208700850U CN208700850U CN201821323471.6U CN201821323471U CN208700850U CN 208700850 U CN208700850 U CN 208700850U CN 201821323471 U CN201821323471 U CN 201821323471U CN 208700850 U CN208700850 U CN 208700850U
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- pond
- aeration tank
- cover board
- processing system
- biological synthesis
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- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model discloses a kind of town sewage nozzle integrated processing system, including be located in pipeline grid, positioned at grid rear and be sequentially communicated anaerobism conditioning tank, biological synthesis pond and aeration tank, positioned at the compound wetland at aeration tank rear；The anaerobism conditioning tank has the first cover board, and bottom is laid with the first biologic packing material, and aperture gas-guide tube is laid at top；The biological synthesis pond has the second cover board of aperture, and bottom is laid with the second biologic packing material, lays algae, single-celled organisms and aerobic bacteria in biological synthesis pond；The aeration tank has the third cover board of aperture, and air blower is connected to aeration bottom of pond portion by appendix, oxygen is passed through into aeration tank.This system passes through simulation natural degradation process, it is acted synergistically using biological chains such as anaerobic bacteria, algae, aerobic bacteria, compound wetland and fillers and realizes that sewage flows automatically purified treatment entirely, structure is simple, and standard water discharge and operation benefits height, are a kind of eco-energy type sewage disposal systems.
Description
Technical field
The utility model relates to nozzle sewage treatment field more particularly to a kind of town sewage nozzle integrated treatment systems
System.
Background technique
China cities and towns nozzle wastewater pollutants concentration is higher, and not up to direct emission standard, existing processing technique mostly use
Biochemical treatment or membrane bioreactor.Biochemical treatment be it is a kind of using the techniques such as anaerobic and aerobic by sewage organic matter convert
For inorganic matter, biochemical wastewater treatment effect is good, technology is relatively simple and is widely used, but conventional biochemical treatment process occupied area compared with
Greatly, energy consumption is high.Membrane bioreactor is the product of a kind of membrane technology and bioreactor combination, and effluent quality is excellent, ties
Structure is compact and sludge yield is low, but operating cost is higher.
Utility model content
The purpose of this utility model is that in view of the deficiencies of the prior art, it is dirty to provide a kind of low energy consumption, the cities and towns of low cost
Hose nozzle integrated processing system can be widely applied for nozzle dispersion, operation ability deficiency, the lesser city of sewage treatment scale
Town sewage nozzle.
The purpose of this utility model is achieved through the following technical solutions: a kind of town sewage nozzle integrated treatment
System, including be located in pipeline grid, positioned at grid rear and the anaerobism conditioning tank, biological synthesis pond and the aeration that are sequentially communicated
Pond, the compound wetland positioned at aeration tank rear；The anaerobism conditioning tank has the first cover board, and bottom is laid with the first biologic packing material,
Lay aperture gas-guide tube in top；The biological synthesis pond has the second cover board of aperture, and bottom is laid with the second biologic packing material, biology
Algae, single-celled organisms and aerobic bacteria are laid in comprehensive pool；The aeration tank has the third cover board of aperture, and air blower passes through
Appendix connection aeration bottom of pond portion, oxygen is passed through into aeration tank.
Further, it is carbon fibre ecological grass filler that the anaerobism, which adjusts the first biologic packing material that bottom of pond portion is laid with,.
Further, the gas floral tube and gas that the aperture gas-guide tube laid at the top of the anaerobism conditioning tank is De160 are real
Wall collecting pipe.
Further, the second biologic packing material that the biological synthesis bottom of pond portion is laid with is from top to bottom successively are as follows: coal ash, grain
The big stone of the handstone of 3~4cm of diameter, 5~6cm of partial size.
Further, second cover board in the biological synthesis pond and the third cover board of aeration tank are glass cover-plate.
Further, the compound wetland plants cattail, and compound wetland slope is laid with coal ash compounded mix.
Further, the first cover board of the anaerobism conditioning tank with a thickness of 100mm, second lid in the biological synthesis pond
Plate and the third cover board of aeration tank with a thickness of 50mm.
Further, the volume of the anaerobism conditioning tank is designed as 30 days inflows, the volume in the biological synthesis pond
10 days inflows are designed as, the volume of the aeration tank is designed as 5 days inflows.
Further, the anaerobism conditioning tank, biological synthesis pond and aeration tank are capping formula reinforced concrete structure.
Further, anaerobism conditioning tank water inlet is higher than biological synthesis pond water inlet, and biological synthesis pond water inlet is low
In aeration tank water inlet, the aeration tank water inlet is higher than aeration tank water outlet.
The beneficial effects of the utility model are: the utility model comprehensively considers nozzle sewage qualities, emission request and everywhere
Process characteristic is managed, determination carries out technique improvement on the basis of biochemical processing process, by carbon fibre ecological grass filler, algae,
The biological synthesis body abundant such as single-celled organisms, aerobic bacteria, biologic packing material, aeration and compound wetland carry out sewage aerobic
The reaction such as anaerobism, Tthe utility model system has the advantages that low energy consumption, low-carbon, manageability, construction cost is low, processing cost is low etc..
Detailed description of the invention
Fig. 1 is the utility model town sewage nozzle integrated processing system structure chart；
In figure, grid 1, anaerobism conditioning tank 2, anaerobism conditioning tank water inlet 3, the first biologic packing material 4, aperture gas-guide tube 5,
One cover board 6, biological synthesis pond 7, biological synthesis pond water inlet 8, the second biologic packing material 9, algae 10, single-celled organisms and aerobic
It is bacterium 11, the second cover board 12, aeration tank 13, aeration tank water inlet 14, appendix 15, air blower 16, aeration tank water outlet 17, compound
Wetland 18, third cover board 19.
Specific embodiment
The utility model is described in further detail with embodiment with reference to the accompanying drawing.
Embodiment 1
A kind of town sewage nozzle integrated processing system provided in this embodiment, including the grid 1 in pipeline, position
In 1 rear of grid and be sequentially communicated anaerobism conditioning tank 2, biological synthesis pond 7 and aeration tank 13, answering positioned at 13 rear of aeration tank
Close wetland 18；
The anaerobism conditioning tank 2 mainly acts tune amount of regulating and storing, and size is specifically determined according to treatment scale, has the first lid
Plate 6, bottom are laid with the first biologic packing material 4, and aperture gas-guide tube 5 is laid at top；First biologic packing material 4 can be fine using carbon
Ecological grass filler is tieed up, anaerobe growth and breeding on filler effectively removes organic matter；The aperture gas-guide tube 5 can be adopted
With the gas floral tube and gas solid wall collecting pipe of De160, effectively collects gas in anaerobism conditioning tank 2 and be vented discharge.
Aerobic, the second cover board 12 with aperture is mainly played in the biological synthesis pond 7, and bottom the second biology of laying is filled out
Material 9 lays algae 10, single-celled organisms and aerobic bacteria 11 in biological synthesis pond 7, generates oxygen, unicellular using algae 10
Organism and aerobic bacteria 11, which are attached on biologic packing material, breeds, and effectively improves organic removal rate；7 bottom of biological synthesis pond
The second biologic packing material 9 being laid with is from top to bottom successively are as follows: coal ash, the handstone of 3~4cm of partial size, 5~6cm of partial size great Shi
Son can effectively remove the phosphorus in sewage, and grow for microorganism.
The aeration tank 13 mainly serve it is aerobic, with aperture third cover board 19, air blower 16 pass through appendix 15
It is connected to 13 bottom of aeration tank, oxygen is passed through into aeration tank 13, fast lifting water body dissolves oxygen content, microbial activity is improved,
Further oxidation processes are carried out to the water outlet in biological synthesis pond 7, accelerate the degradation process of nitrogen, phosphorus；The appendix 15 can
To select DN110HDPE solid wall pipe.
Glass cover-plate can be used in second cover board 12 in the biological synthesis pond 7 and the third cover board 19 of aeration tank 13.
18 kinds of plant cattails of the compound wetland, compound 18 slope of wetland are laid with coal ash compounded mix, and cattail can effectively be gone
Except nitrogen, the coal ash compounded mix in sewage can effectively remove the phosphorus in sewage；Compound wetland 18 is main to be made by root system of plant
With and sandstone filtering, further sewage is allowed to be purified.
First cover board 6 of the anaerobism conditioning tank 2 with a thickness of 100mm, 12 He of the second cover board in the biological synthesis pond 7
The third cover board 19 of aeration tank 13 with a thickness of 50mm.
The volume of the anaerobism conditioning tank 2 is designed as 30 days inflows, and the volume in the biological synthesis pond 7 is designed as 10
It inflow, the volume of the aeration tank 13 are designed as 5 days inflows.
The anaerobism conditioning tank 2, biological synthesis pond 7 and aeration tank 13 are capping formula reinforced concrete structure.
Anaerobism conditioning tank water inlet 3 is higher than biological synthesis pond water inlet 8, and biological synthesis pond water inlet 8 is lower than aeration
Pond water inlet 14, the aeration tank water inlet 14 are higher than aeration tank water outlet 17.
The course of work of the utility model is as follows: nozzle sewage to be processed grid in piping is adjusted from anaerobism is flowed into
Pond, it is larger that anaerobism adjusts pool volume, and bottom is equipped with biologic packing material, and water quality and quantity can be adjusted: on the one hand, by bulky grain
Inorganic solid particles precipitate removal, a part of organic matter of initial breakdown；Another party, under the action of anaerobe, degradation
The amino acid degradation of partial organic substances, small molecule is methane, and macro-molecular protein is degraded to the organic acid of small molecule；Biological synthesis
Pond: a series of biological mixtures abundant such as algae, single-celled organisms and filler are equipped in pond, the water outlet of anaerobism conditioning tank is certainly
Biological synthesis pond is flowed into, the nutrients in water will be continued to decompose；Aeration tank: using air blower in biological synthesis pond
Water outlet carries out further oxidation processes, to continue to decompose to organic matter；Compound wetland: finally water outlet flows through compound wetland,
It is changed into nitrogen herein by root system of plant effect and the filtering of sandstone, itrated compound, sewage is purified.
Technical principle of the utility model has been described above with reference to specific embodiments.These descriptions are intended merely to explain this reality
With novel principle, and it cannot be construed to the limitation to scope of protection of the utility model in any way.Based on the explanation herein,
Those skilled in the art, which does not need to pay for creative labor, can associate with other specific implementation modes of this utility model,
These modes are fallen within the protection scope of the utility model.
Claims (10)
1. a kind of town sewage nozzle integrated processing system, which is characterized in that including be located at pipeline in grid (1), be located at
Grid (1) rear and the anaerobism conditioning tank (2) being sequentially communicated, biological synthesis pond (7) and aeration tank (13) are located at aeration tank (13)
The compound wetland (18) at rear；The anaerobism conditioning tank (2) has the first cover board (6), and bottom is laid with the first biologic packing material (4),
Lay aperture gas-guide tube (5) in top；The biological synthesis pond (7) has the second cover board (12) of aperture, and it is raw that bottom is laid with second
Object filler (9) lays algae (10), single-celled organisms and aerobic bacteria (11) in biological synthesis pond (7)；The aeration tank (13)
Third cover board (19) with aperture, air blower (16) is connected to aeration tank (13) bottom by appendix (15), to aeration tank
(13) oxygen is passed through in.
2. a kind of town sewage nozzle integrated processing system according to claim 1, which is characterized in that the anaerobism tune
Saving the first biologic packing material (4) that pond (2) bottom is laid with is carbon fibre ecological grass filler.
3. a kind of town sewage nozzle integrated processing system according to claim 1, which is characterized in that the anaerobism tune
Save gas floral tube and gas solid wall collecting pipe that the aperture gas-guide tube (5) laid at the top of pond (2) is De160.
4. a kind of town sewage nozzle integrated processing system according to claim 1, which is characterized in that the biology is comprehensive
Close the second biologic packing material (9) that pond (7) bottom is laid with from top to bottom successively are as follows: coal ash, the handstone of 3~4cm of partial size, partial size
The big stone of 5~6cm.
5. a kind of town sewage nozzle integrated processing system according to claim 1, which is characterized in that the biology is comprehensive
The third cover board (19) of the second cover board (12) and aeration tank (13) that close pond (7) is glass cover-plate.
6. a kind of town sewage nozzle integrated processing system according to claim 1, which is characterized in that described compound wet
Cattail is planted on ground (18), and compound wetland (18) slope is laid with coal ash compounded mix.
7. a kind of town sewage nozzle integrated processing system according to claim 1, which is characterized in that the anaerobism tune
Save first cover board (6) of pond (2) with a thickness of 100mm, the second cover board (12) of the biological synthesis pond (7) and aeration tank (13)
Third cover board (19) with a thickness of 50mm.
8. a kind of town sewage nozzle integrated processing system according to claim 1, which is characterized in that the anaerobism tune
The volume of section pond (2) is designed as 30 days inflows, and the volume of the biological synthesis pond (7) is designed as 10 days inflows, institute
The volume for stating aeration tank (13) is designed as 5 days inflows.
9. a kind of town sewage nozzle integrated processing system according to claim 1, which is characterized in that the anaerobism tune
Saving pond (2), biological synthesis pond (7) and aeration tank (13) is capping formula reinforced concrete structure.
10. a kind of town sewage nozzle integrated processing system according to claim 1, which is characterized in that anaerobism is adjusted
Pond water inlet (3) is higher than biological synthesis pond water inlet (8), and biological synthesis pond water inlet (8) is lower than aeration tank water inlet
(14), the aeration tank water inlet (14) is higher than aeration tank water outlet (17).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821323471.6U CN208700850U (en) | 2018-08-16 | 2018-08-16 | A kind of town sewage nozzle integrated processing system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821323471.6U CN208700850U (en) | 2018-08-16 | 2018-08-16 | A kind of town sewage nozzle integrated processing system |
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| CN208700850U true CN208700850U (en) | 2019-04-05 |
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| CN201821323471.6U Active CN208700850U (en) | 2018-08-16 | 2018-08-16 | A kind of town sewage nozzle integrated processing system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111145625A (en) * | 2020-01-14 | 2020-05-12 | 新昌县梅维斯环保有限公司 | River sewage purification analogue means for ecological remediation |
-
2018
- 2018-08-16 CN CN201821323471.6U patent/CN208700850U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111145625A (en) * | 2020-01-14 | 2020-05-12 | 新昌县梅维斯环保有限公司 | River sewage purification analogue means for ecological remediation |
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