CN207792983U - A kind of buried AO techniques denitrification processing device - Google Patents
A kind of buried AO techniques denitrification processing device Download PDFInfo
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- CN207792983U CN207792983U CN201721908950.XU CN201721908950U CN207792983U CN 207792983 U CN207792983 U CN 207792983U CN 201721908950 U CN201721908950 U CN 201721908950U CN 207792983 U CN207792983 U CN 207792983U
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Abstract
A kind of buried AO techniques denitrification processing device, including sequentially connected A grades of biological treatment tank, O grades of biological treatment tanks, sedimentation basin and clear water reserviors, the biologic packing material containing anaerobic bacteria is equipped in A grades of biological treatment tanks, it is additionally provided with spiral sewage pipe in A grades of biological treatment tanks, spiral sewage pipe declines in A grades of biological treatment tank inside turns, and water outlet is evenly equipped on spiral sewage pipe；It is provided with the biologic packing material containing aerobic bacteria in O grades of biological treatment tanks, O grades of biological treatment tanks are connected with the air compressor for aeration, O grades of biological treatment tank bottoms are equipped with elevator pump, the water-supply-pipe for being respectively provided with return valve and outlet valve is parallel on elevator pump, unicom O grades of return valve end biological treatment tank, outlet valve end unicom sedimentation basin；It is equipped with sludge dewatering in sedimentation basin to pump, clear water reserviors are equipped with clear water efferent duct.Equipment integrally may be provided in underground, solve the problems, such as that sewage disposal device noise is big in the prior art, it is more to occupy floor area.
Description
Technical field
The utility model is related to sewage treatment field more particularly to sewage water denitrification process fields, are a kind ofly specifically
Buried AO techniques denitrification processing device.
Background technology
With development, the pressure of city water resource shortage is increasing, investigates the basic reason of Urban Water Crisis, people
It is becoming increasingly recognized that, is that society's cycle of water has exceeded the range that the Natural Circulation of water can carry.Therefore, water is only respected fully
Natural movement law, reasonably use water resource, make upstream area with water cycle do not influence downstream water domain function of water body,
The objective law that society's cycle does not damage Natural Circulation is only to maintain or restore the good water environment in city or even basin
The effective way of sustainable utilization of water resource.This requires us from the unidirectional style of opening of " water intaking-water delivery-user-discharge "
Water-use model be changed into the reaction type circulation process of " temperately water intaking-water delivery-user-recycled water ", improve the utilization of water
Efficiency.Realize the transformation of this great water-use model, it is crucial to reinforce reuse of wastewater.With the progress of science and technology, city
City's sewage has no longer been waste water, but a kind of resource of preciousness.Since being a kind of resource it is necessary to utilize to the greatest extent.It improves
The regeneration rate of municipal sewage, first, pollutant emission can be reduced, second is that having saved limited water resource.Big by Tsing-Hua University
It learns in " the 2010 urban water sector strategy forum " done with China Water host, expert points out, China's shortage of water resources, urban water shortage is asked
Topic protrudes, and waste water treating and reutilizing is strategic choice, significant.Municipal sewage treatment reuse subtracts while substituting cleaning water source
Lack quantity of wastewater effluent, reduced urban sewage load, has had the characteristics that water is stable, water delivery is apart from short, water producing cost is low, it can
It is the strategic choice for solving Urban Water Shortage Problem of Cities to provide safe and reliable replacement water source.Waste water treating and reutilizing work is promoted to fill
Divide and embody the people-oriented requirement of the Scientific Outlook on Development, reflects the eager desire of broad masses of the people, be that Promoting Urbanization is built
If desirability, be realize reasonable allocation of water resources, scientific conservation, the important means recycled, to Resources for construction saving
Type, friendly environment society are significant, significant to China's sound and rapid economic growth.
The common processing method of sewage water denitrification processing is AO technique denitrogenation processing methods, is most wide in Modern sewage processing application
One of general method is a kind of organic matter and nutriment reduced in sewage, the especially processing method of nitrogen, phosphorus substance.It is dirty
Dirty Organic substance in water is mainly converted into simple inorganic matter by aquatic organism facture by the denitrification of microorganism and nitrification,
Make to purify the sewage.It can be divided into anaerobic bio-treated by oxygen demand situation（That is A grades of technique）And Aerobic biological process（O
Grade technique）Two major classes.Organic matter is converted into organic acid by anaerobic bio-treated system using anaerobe, and methane backeria is again organic
Acid is decomposed into methane, carbon dioxide and hydrogen etc., such as anaerobic digestion and the anaerobic biological reactor of anaerobic pond, septic tank, sludge.
Aerobic microbiological provides movable energy during Aerobic biological process system uses mechanical aeration or photosynthesis of plant to produce oxygen aeration as sewage
Source promotes the decomposition active of aerobic microbiological, makes to purify the sewage, such as activated sludge, biofilter, biological rotating disk, sewage
It irrigates, the function of oxidation pond.AO process spent water denitrogenation processing effects are good, and expense is low, and technology is simpler, using than wide.
Existing AO process spent waters denitrification processing device multidigit needs to occupy a large amount of floor area in ground top, dirty
The mechanical equipment noise in operating of water process is larger, is not suitable for land resource rareness, densely populated urban area.
Utility model content
The purpose of this utility model is to provide a kind of buried AO techniques denitrification processing devices, for solving the prior art
The problem of middle sewage disposal device noise greatly, more than occupancy floor area.
The utility model is achieved through the following technical solutions：
A kind of buried AO techniques denitrification processing device, including sequentially connected A grades of biological treatment tank, O grades of biological treatments
Pond, sedimentation basin and clear water reserviors, the A grades of biological treatment tank is interior to be equipped with the biologic packing material containing anaerobic bacteria, the A grades of biological treatment
Spiral sewage pipe is additionally provided in pond, the spiral sewage pipe declines in the A grades of biological treatment tank inside turn, the spiral sewage
Water outlet is evenly equipped on pipe；The biologic packing material containing aerobic bacteria is provided in the O grades of biological treatment tank, at the O grades of biology
Reason pond is connected with the air compressor for aeration, and the biological treatment tank bottom O grade is equipped with elevator pump, on the elevator pump simultaneously
It is associated with the water-supply-pipe for being respectively provided with return valve and outlet valve, O grades of biological treatment tanks described in the unicom of the return valve end, the water outlet
Sedimentation basin described in the unicom of valve end；It is equipped with sludge dewatering in the sedimentation basin to pump, the clear water reserviors are equipped with clear water efferent duct.
Preferably, the same pond body that the sedimentation basin is separated with the clear water reserviors for partition board, the partition board were equipped with
Device is filtered, the partition board and filter device are whole in the vertical direction towards clear water reserviors inclination.
Preferably, sedimentation basin side pool wall tilts, and the upper and lower part horizontal cross-section of the sedimentation basin is small, middle part
Horizontal cross-section is big.
Preferably, the O grades of biological treatment tank is the multistage circle rank that bottom reduces step by step, on round ranks at different levels integrally formed with
Concentric circles baffle for separating each rank is provided with opening on each concentric circles baffle, and the opening of adjacent concentric circles baffle is staggered.
Preferably, it is hung with soft biological film filler on the concentric circles baffle.
Preferably, the air compressor includes air supply pipe and multiple compression cylinders, and the gas outlet of each compression cylinder is in parallel
On the air supply pipe, air inlet pipe is respectively arranged on each compression cylinder.
Preferably, the opening of the air inlet pipe is provided with airstrainer and masking device.
Preferably, more branch pipes, the circle rank one of the branch pipe and the O grades of biological treatment tank are parallel on the air supply pipe
One corresponds to.
Preferably, the A grades of biological treatment tank, O grades of biological treatment tanks, air compressor, sedimentation basin and clear water reserviors are
Buried and be equipped with openable observation panel, the opening of the air inlet pipe of the air compressor is basseted, the O grades of biology
Processing pond is equipped with the air outlet for leading to ground.
Preferably, masking device and air filter are provided at the air outlet of the O grades of biological treatment tank.
The utility model compared with prior art, has the following advantages and advantageous effect：
（1）Equipment is integrally embedded in underground or is set to below building, and pond body top can also plant green plant beautification, no
Large number of ground area is occupied, while the mechanical equipment for being easy to make a noise is installed in below ground, and the porous soil body can be with
Play the role of absorbing noise, solves the problems, such as that sewage disposal device noise is big in the prior art, it is more to occupy floor area.
（2）By air compressor of the setting with multiple compression cylinders, by the large-scale compression of common air compressor
Cylinder body equivalence replacement is multiple small-sized compression cylinders, and small-sized compression cylinder is buried compared to large-scale compression cylinder
It is located in the ground, reduces embedded difficulty, and the noise that small-sized compression cylinder generates is much smaller than large-scale compression cylinder.
（3）By the way that the spiral sewage pipe declined in the A grades of biological treatment tank inside turn is arranged, sewage can be uniform defeated
It is sent to different depth range, at different lateral extent so that the concentration of wastewater of each section is impartial, and sewage uniformly connects with biologic packing material
It touches, is conducive to sewage denitrification processing.
（4）By the way that the O grades of biological treatment tank is being designed as multistage circle stepwise, integrally formed concentric circles baffle is utilized
The ring-shaped groove for being open and being staggered will be divided into inside pond body so that sewage is made after entering in the O grades of biological treatment tank by gravity
With can be along groove successively to flows, and elevator pump be set so that the sewage in the O grades of biological treatment tank can be followed along groove
Circulation is dynamic, and the covert contact area for increasing pollutant and biologic packing material is conducive to rapidly and uniformly carry out nitrification processing.
（5）By setting the sedimentation basin and the clear water reserviors to the same pond body that partition board separates, the partition board and
Filter device is whole to be tilted towards clear water reserviors in the vertical direction, increases the water pressure on the filter device surface, and will be described heavy
Shallow lake pond is set as the construction that upper and lower part horizontal cross-section is small, middle part horizontal cross-section is big so that sedimentation basin pool wall is to be precipitated
Sewage generates the component towards the clear water reserviors, further increases the water pressure on filter device surface, is conducive to accelerate
Filtering velocity rate.
（6）By the branch pipe that the O grades of biological treatment tank that connect one to one is arranged on the air supply pipe so that described
Aeration is uniform inside O grades of biological treatment tanks, is conducive to internal each section aerobic microbiological and keeps activity.
Description of the drawings
Fig. 1 is the utility model planar structure schematic diagram；
Fig. 2 is the structural schematic diagram of A grades of biological treatment tanks and O grades of biological treatment tanks；
Fig. 3 is the structural schematic diagram of sedimentation basin and clear water reserviors；
Fig. 4 is the structural schematic diagram of air compressor；
Wherein 1-A grades of biological treatment tank；2-O grades of biological treatment tanks；3- air compressors；31- air supply pipes；32- air inlet pipe；
4- sedimentation basins；5- clear water reserviors；51- clear water efferent ducts；6- spiral sewage pipes；7- elevator pumps；71- return valves；72- outlet valves；8-
Sludge dewatering pumps；9- filter devices.
Specific implementation mode
The utility model is described in further detail with reference to embodiment, but the embodiment of the utility model is not
It is limited to this.
Embodiment 1：
In conjunction with shown in attached drawing 1, a kind of buried AO techniques denitrification processing device, including sequentially connected A grades of biological treatment
Pond 1, O grades of biological treatment tanks 2, sedimentation basin 4 and clear water reserviors 5, the A grades of biological treatment tank 1 is interior to be equipped with the biology containing anaerobic bacteria
Filler is additionally provided with spiral sewage pipe 6 in the A grades of biological treatment tank 1, and as shown in Fig. 2, the spiral sewage pipe 6 is in the A
Grade 1 inside turn of biological treatment tank declines, and water outlet is evenly equipped on the spiral sewage pipe 6；It is set in the O grades of biological treatment tank 2
It is equipped with the biologic packing material containing aerobic bacteria, the O grades of biological treatment tank 2 is connected with the air compressor 3 for aeration, the O
2 bottom of grade biological treatment tank is parallel on the elevator pump 7 as shown in Fig. 2 equipped with elevator pump 7 and is respectively provided with return valve 71
With the water-supply-pipe of outlet valve 72, O grades of biological treatment tanks 2 described in 71 end unicom of the return valve, 72 end unicom institute of the outlet valve
State sedimentation basin 4；As shown in Fig. 3, it is equipped with sludge dewatering in the sedimentation basin 4 and pumps 8, the clear water reserviors 5 are equipped with clear water efferent duct
51。
Equipment is integrally embedded in underground or is set to below building, and pond body top can also plant green plant beautification, not account for
With large number of ground area, while the mechanical equipment for being easy to make a noise is installed in below ground, and the porous soil body can rise
To the effect for absorbing noise, solve the problems, such as that sewage disposal device noise is big in the prior art, it is more to occupy floor area.
By the way that the spiral sewage pipe 6 declined in 1 inside turn of A grades of biological treatment tank is arranged, sewage can be uniform defeated
It is sent to different depth range, at different lateral extent so that the concentration of wastewater of each section is impartial, and sewage uniformly connects with biologic packing material
It touches, is conducive to sewage denitrification processing.
Embodiment 2：
On the basis of embodiment 1, in conjunction with shown in attached drawing 1, further, the sedimentation basin 4 and the clear water reserviors 5 be every
The same pond body that plate separates, the partition board are equipped with filter device 9, and as shown in Fig. 3, the partition board and filter device 9 are whole
Body is tilted towards clear water reserviors 5 in the vertical direction.
Further, as shown in Fig. 3,4 side pool wall of the sedimentation basin tilts, and the top of the sedimentation basin 4 is under
Portion horizontal cross-section is small, middle part horizontal cross-section is big.
By setting the sedimentation basin 4 and the clear water reserviors 5 to the same pond body that partition board separates, the partition board and mistake
It is whole in the vertical direction towards clear water reserviors inclination to filter device 9, increases the water pressure on 9 surface of the filter device, and will be described heavy
Shallow lake pond 4 is set as the construction that upper and lower part horizontal cross-section is small, middle part horizontal cross-section is big so that 4 pool wall of sedimentation basin is to be precipitated
Sewage generate a component towards the clear water reserviors 5, further increase the water pressure on 9 surface of filter device, be conducive to plus
Fast filtering rate.
Embodiment 3：
On the basis of embodiment 1 or 2, in conjunction with shown in attached drawing 2, further, the O grades of biological treatment tank 2 is bottom
The multistage circle rank reduced step by step, is integrally formed the concentric circles gear for being useful for separating each rank in conjunction with shown in attached drawing 1, on round ranks at different levels
Plate is provided with opening on each concentric circles baffle, and the opening of adjacent concentric circles baffle is staggered.
Further, in conjunction with shown in attached drawing 1, soft biological film filler is hung on the concentric circles baffle.
It, will using integrally formed concentric circles baffle by the way that the O grades of biological treatment tank 2 is being designed as multistage circle stepwise
The ring-shaped groove that is staggered of opening is divided into inside pond body so that sewage enter the O grade biological treatment tank 2 it is interior after by gravity
Can be along groove successively to flows, and elevator pump 7 is set so that the sewage in the O grades of biological treatment tank 2 can be followed along groove
Circulation is dynamic, and the covert contact area for increasing pollutant and biologic packing material is conducive to rapidly and uniformly carry out nitrification processing.
Embodiment 4：
On the basis of embodiment 1 or 2 or 3, in conjunction with shown in attached drawing 4, further, the air compressor 3 includes supplying
The gas outlet of tracheae 31 and multiple compression cylinders, each compression cylinder is connected in parallel on the air supply pipe 31, on each compression cylinder respectively
It is provided with air inlet pipe 32.By air compressor of the setting with multiple compression cylinders, by the large size of common air compressor
Compression cylinder equivalence replacement is multiple small-sized compression cylinders, and small-sized compression cylinder is more convenient compared to large-scale compression cylinder
In being embedded in underground, embedded difficulty is reduced, and the noise that small-sized compression cylinder generates is much smaller than large-scale compression cylinder.
Further, the opening of the air inlet pipe 32 is provided with airstrainer and masking device.
Further, more branch pipes are parallel in conjunction with shown in attached drawing 4, on the air supply pipe 32, the branch pipe with it is O grades described
The circle rank of biological treatment tank 2 corresponds.By the way that the O grades of biological treatment that connect one to one is arranged on the air supply pipe 31
The branch pipe in pond 2 so that 2 inside aeration of the O grades of biological treatment tank is uniform, is conducive to internal each section aerobic microbiological and keeps
Activity.
Further, the A grades of biological treatment tank 1, O grades of biological treatment tanks 2, air compressor 3, sedimentation basin 4 and clear water
Pond 5 is buried and is equipped with openable observation panel, and the opening of the air inlet pipe 32 of the air compressor 3 is basseted,
The O grades of biological treatment tank 2 is equipped with the air outlet for leading to ground.
Further, masking device and air filter are provided at the air outlet of the O grades of biological treatment tank 2.
The above is only the preferred embodiment of the utility model, not does limit in any form to the utility model
System, any simple modification made by the above technical examples according to the technical essence of the present invention, equivalent variations, each falls within
Within the scope of protection of the utility model.
Claims (10)
1. a kind of buried AO techniques denitrification processing device, including sequentially connected A grades of biological treatment tank（1）, O grades of biological treatments
Pond（2）, sedimentation basin（4）And clear water reserviors（5）, which is characterized in that the A grades of biological treatment tank（1）It is interior to be equipped with containing anaerobic bacteria
Biologic packing material, the A grades of biological treatment tank（1）Inside it is additionally provided with spiral sewage pipe（6）, the spiral sewage pipe（6）A grades described
Biological treatment tank（1）Inside turn declines, the spiral sewage pipe（6）On be evenly equipped with water outlet；The O grades of biological treatment tank（2）
Inside it is provided with the biologic packing material containing aerobic bacteria, the O grades of biological treatment tank（2）It is connected with the air compressor for aeration
（3）, the O grades of biological treatment tank（2）Bottom is equipped with elevator pump（7）, the elevator pump（7）On be parallel with and be respectively provided with return valve
（71）And outlet valve（72）Water-supply-pipe, the return valve（71）Hold O grades of biological treatment tanks described in unicom（2）, the outlet valve
（72）Hold sedimentation basin described in unicom（4）；The sedimentation basin（4）It is interior to be equipped with sludge dewatering pump（8）, the clear water reserviors（5）Equipped with clear
Water delivery pipe（51）.
2. a kind of buried AO techniques denitrification processing device according to claim 1, which is characterized in that the sedimentation basin
（4）With the clear water reserviors（5）For the same pond body that partition board separates, the partition board is equipped with filter device（9）, the partition board and
Filter device（9）Entirety is in the vertical direction towards clear water reserviors（5）It tilts.
3. a kind of buried AO techniques denitrification processing device according to claim 2, which is characterized in that the sedimentation basin
（4）Side pool wall tilts, the sedimentation basin（4）Upper and lower part horizontal cross-section is small, middle part horizontal cross-section is big.
4. a kind of buried AO techniques denitrification processing device according to claim 1 or 3, which is characterized in that the O grades of life
Object processing pond（2）Justify rank for the multistage that bottom reduces step by step, the concentric circles for being useful for separating each rank is integrally formed on round ranks at different levels
Baffle is provided with opening on each concentric circles baffle, and the opening of adjacent concentric circles baffle is staggered.
5. a kind of buried AO techniques denitrification processing device according to claim 4, which is characterized in that the concentric circles gear
Soft biological film filler is hung on plate.
6. a kind of buried AO techniques denitrification processing device according to claim 5, which is characterized in that the air compression
Machine（3）Including air supply pipe（31）It is connected in parallel on the air supply pipe with the gas outlet of multiple compression cylinders, each compression cylinder（31）On, respectively
Air inlet pipe is respectively arranged on compression cylinder（32）.
7. a kind of buried AO techniques denitrification processing device according to claim 6, which is characterized in that the air inlet pipe
（32）Opening be provided with airstrainer and masking device.
8. a kind of buried AO techniques denitrification processing device described according to claim 6 or 7, which is characterized in that the gas supply
Pipe（32）On be parallel with more branch pipes, the branch pipe and the O grades of biological treatment tank（2）Circle rank correspond.
9. a kind of buried AO techniques denitrification processing device according to claim 5, which is characterized in that the A grades of biology
Processing pond（1）, O grades of biological treatment tanks（2）, air compressor（3）, sedimentation basin（4）And clear water reserviors（5）It is buried and is all provided with
There are openable observation panel, the air compressor（3）Air inlet pipe（32）Opening basset, the O grades of biological treatment
Pond（2）It is equipped with the air outlet for leading to ground.
10. a kind of buried AO techniques denitrification processing device according to claim 9, which is characterized in that the O grades of biology
Processing pond（2）Air outlet at be provided with masking device and air filter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721908950.XU CN207792983U (en) | 2017-12-29 | 2017-12-29 | A kind of buried AO techniques denitrification processing device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721908950.XU CN207792983U (en) | 2017-12-29 | 2017-12-29 | A kind of buried AO techniques denitrification processing device |
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| Publication Number | Publication Date |
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| CN207792983U true CN207792983U (en) | 2018-08-31 |
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ID=63277009
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111573750A (en) * | 2020-04-17 | 2020-08-25 | 中国水产科学研究院南海水产研究所深圳试验基地 | On-line monitoring and processing system based on culture tail water treatment and processing method thereof |
-
2017
- 2017-12-29 CN CN201721908950.XU patent/CN207792983U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111573750A (en) * | 2020-04-17 | 2020-08-25 | 中国水产科学研究院南海水产研究所深圳试验基地 | On-line monitoring and processing system based on culture tail water treatment and processing method thereof |
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