CN206927688U - One kind is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device - Google Patents
One kind is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device Download PDFInfo
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- CN206927688U CN206927688U CN201720622642.4U CN201720622642U CN206927688U CN 206927688 U CN206927688 U CN 206927688U CN 201720622642 U CN201720622642 U CN 201720622642U CN 206927688 U CN206927688 U CN 206927688U
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- treatment tower
- anaerobic treatment
- anaerobic
- drainpipe
- waste water
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Abstract
The utility model provides one kind and is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, Aerobic Process for Treatment tower including depth anaerobic treatment tower and located at the depth anaerobic treatment tower side, the depth anaerobic treatment tower upper end is provided with anaerobic effluent mouth, drainpipe is connected with the anaerobic effluent mouth, the lower end of the drainpipe is stretched into the Aerobic Process for Treatment tower, the drainpipe is provided with double-U-shaped tubular construction, the utility model sets up the drainpipe with double-U-shaped tubular construction by the anaerobic effluent mouth in depth anaerobic treatment tower, reach and prevent air from entering anaerobism discharge pipe line and prevent the purpose of mixing and the turbulence of air and water body in pipeline, avoid causing water body compressed air in discharge pipe line and the delivery port that causes to recoil causes impeded drainage because air enters, and the pipeline for avoiding thereby resulting in shakes and the damage to caused by pipeline.
Description
【Technical field】
A kind of sewage treatment equipment is the utility model is related to, it is especially a kind of to disappear for waste water advanced anaerobic treatment tower draining
Can choke device.
【Background technology】
Recent decades, the exploration for efficient anaerobic wastewater processing technology never stops, and constantly obtains new research
Achievement, made a breakthrough for the engineer applied of different industries feature.Waste water advanced Anaerobic Methods in Treating uses microorganism in response to it
Degradation principles and the feature with high efficiency, low cost, are widely used in high concentration pulping wastewater treatment, wherein internal circulating anaerobic
Tower is using relatively broad.
Inner circulation anaerobic tower in order to obtain waste water and the good mixed effect of anaerobic bacteria (such as granule sludge), be typically designed compared with
High upflow velocity such as 4m/s even more highs, in order to keep the stabilization of fluid bed, prevent the escape of sludge, and common design is higher
Tower body height, such as 16m even more highs.During whole paper-making effluent treating process, the waste water after depth Anaerobic Treatment
Still can not directly it discharge, it is necessary to carry out further biological treatment into Aerobic Process for Treatment system, but general Aerobic Process for Treatment is for exposure
Gas cost and technical feasibility consider that pond height exists certain typically between 6m or so, such anaerobic effluent and aerobic water inlet
Difference in height.Existing technology is to aerobic system by anaerobic tower water outlet directly using discharge of pipes, is the shortcomings that the method：1st, exist
Anaerobic tower outfall drain is easily carried air and enters pipeline, because the turbulence, compression and release of air cause pipeline to shake, causes
Instrument and meter for automation measurement is inaccurate on pipeline or reduces service life；2nd, due to containing calcium ion in waste water, in air
The carbon dioxide contained produces serious fouling by being sufficiently mixed with waste water, in anaerobic tower near exit and draining tube wall and showed
As, or even influence the normal use of equipment；3rd, due to bringing air into anaerobic tower draining, aerobic water inlet is caused to produce more carbon
Sour calcium, Aerobic is caused to be easier scale problems occur.
【Utility model content】
The technical problems to be solved in the utility model be to provide it is simple in construction, safe and reliable, can effectively energy dissipating choke one
Kind is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device.
What the purpose of this utility model was realized in：
One kind is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, including depth anaerobic treatment tower and located at institute
The Aerobic Process for Treatment tower of depth anaerobic treatment tower side is stated, the depth anaerobic treatment tower upper end is provided with anaerobic effluent mouth, the anaerobism
Drainpipe is connected with delivery port, the lower end of the drainpipe is stretched into the Aerobic Process for Treatment tower, and the drainpipe is provided with double U
Type tubular construction.
One kind as described above is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, the double-U-shaped tubular construction
Including upper transition connection portion and lower transition connection portion, the lower transition connection portion bottom is connected with blow-off pipe, on the blow-off pipe
Provided with blowdown check valve.
One kind as described above is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, and the drainpipe includes upper
Pipeline section and lower tube section, the upper end of the upper pipeline section are connected with the anaerobic effluent mouth, and the lower end of the lower tube section is stretched into described
In Aerobic Process for Treatment tower, the double-U-shaped tubular construction is located between the upper pipeline section and the lower tube section.
One kind as described above is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, the double-U-shaped tubular construction,
Upper pipeline section and lower tube section are integrally formed.
Compared with prior art, the utility model has the following advantages that：
The utility model sets up the draining with double-U-shaped tubular construction by the anaerobic effluent mouth in depth anaerobic treatment tower
Pipe, reach and prevent air from entering anaerobism discharge pipe line and prevent the purpose of mixing and the turbulence of air and water body in pipeline, avoid
Water body compressed air is caused because air enters in discharge pipe line and the delivery port that causes to recoil causes impeded drainage, and is avoided thus
Caused by pipeline vibrations and to caused by pipeline damage.The draining that the utility model had both realized depth anaerobic tower is smooth, subtracts again
Vibrations caused by few air-impingement, also avoid the mixing of air and water body, not only ensure that anaerobic effluent or even entire depth
The stabilization and Efficient Operation of system for anaerobic treatment, the also stable operation for follow-up aerobic system provide good condition.
【Brief description of the drawings】
Specific embodiment of the present utility model is described in further detail below in conjunction with the accompanying drawings, wherein：
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of drainpipe described in the utility model.
【Embodiment】
One kind is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, including depth anaerobic treatment tower 1 and is located at
The Aerobic Process for Treatment tower 2 of the side of depth anaerobic treatment tower 1, the upper end of depth anaerobic treatment tower 1 are provided with anaerobic effluent mouth 11, anaerobic effluent mouth
Drainpipe 3 is connected with 11, the lower end of drainpipe 3 is stretched into the Aerobic Process for Treatment tower 2, and drainpipe 3 is provided with double-U-shaped tubular construction
31, double-U-shaped tubular construction 31 includes upper transition connection portion 311 and lower transition connection portion 312, the lower bottom of transition connection portion 311 connection
Have a blow-off pipe 4, blow-off pipe 4 is provided with blowdown check valve 5, and drainpipe 3 includes upper pipeline section 32 and lower tube section 33, upper pipeline section 32 it is upper
End is connected with anaerobic effluent mouth 11, and the lower end of lower tube section 33 is stretched into Aerobic Process for Treatment tower 2, and double-U-shaped tubular construction 31 is located at upper tube
Between section 32 and lower tube section 33, double-U-shaped tubular construction 31, upper pipeline section 32 and lower tube section 33 are integrally formed.
The utility model is in use, entering by the paper waste of the materializing strategies such as air supporting or precipitation has inner circulation structure
Depth anaerobic treatment tower 1 in carry out efficient anaerobic processing, the organic matter in waste water carried out in the presence of anaerobic bacteria degraded and
Reaction is decomposed, and the COD of waste water declines to a great extent, and the methane gas discharged in processing procedure can be made after collection
Comprehensively utilized for the energy, handle the anaerobic effluent mouth 11 that qualified water passes through located at the upper end of depth anaerobic treatment tower 1 and discharge,
The water of discharge is discharged into Aerobic Process for Treatment tower 2 through the drainpipe 3 provided with double-U-shaped tubular construction 31 is further processed again, this reality
Law of connected vessels is utilized with new so that double-U-shaped tubular construction 31 is in water-filled state all the time, has been achieved in that discharge pipe line
Choke effect, and realize the discharge prevention simultaneously of water because air the reason such as is mixed into cause draining to recoil by lower tube section 33
Anaerobic effluent mouth 11, blow-off pipe 4 and blowdown by the bottom lower end of lower transition connection portion 312 that is connected to double-U-shaped tubular construction 31
Check valve 5 carries out periodical blowdown, prevents the heavies that anaerobic effluent is taken out of from being deposited in double-U-shaped tubular construction 31, ensures draining
The operation steady in a long-term of pipeline.
Claims (4)
1. one kind is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, it is characterised in that including depth anaerobic treatment tower
(1) it is provided with the Aerobic Process for Treatment tower (2) located at depth anaerobic treatment tower (1) side, depth anaerobic treatment tower (1) upper end
Anaerobic effluent mouth (11), drainpipe (3) is connected with the anaerobic effluent mouth (11), institute is stretched into the lower end of the drainpipe (3)
State in Aerobic Process for Treatment tower (2), the drainpipe (3) is provided with double-U-shaped tubular construction (31).
2. one kind according to claim 1 is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, its feature exists
Include upper transition connection portion (311) and lower transition connection portion (312), the lower transition connection in the double-U-shaped tubular construction (31)
Portion (312) bottom is connected with blow-off pipe (4), and the blow-off pipe (4) is provided with blowdown check valve (5).
3. one kind according to claim 1 or 2 is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, its feature
It is that the drainpipe (3) includes upper pipeline section (32) and lower tube section (33), the upper end of the upper pipeline section (32) goes out with the anaerobism
The mouth of a river (11) is connected, and the lower end of the lower tube section (33) is stretched into the Aerobic Process for Treatment tower (2), the double-U-shaped tubular construction
(31) it is located between the upper pipeline section (32) and the lower tube section (33).
4. one kind according to claim 3 is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device, its feature exists
It is integrally formed in double-U-shaped tubular construction (31), upper pipeline section (32) and the lower tube section (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720622642.4U CN206927688U (en) | 2017-05-31 | 2017-05-31 | One kind is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720622642.4U CN206927688U (en) | 2017-05-31 | 2017-05-31 | One kind is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206927688U true CN206927688U (en) | 2018-01-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720622642.4U Active CN206927688U (en) | 2017-05-31 | 2017-05-31 | One kind is used for waste water advanced anaerobic treatment tower water drainage energy dissipation choke device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110642383A (en) * | 2019-11-08 | 2020-01-03 | 中科院建筑设计研究院有限公司 | Sewage treatment system and method for preventing anaerobic reactor water outlet pipe from scaling |
-
2017
- 2017-05-31 CN CN201720622642.4U patent/CN206927688U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110642383A (en) * | 2019-11-08 | 2020-01-03 | 中科院建筑设计研究院有限公司 | Sewage treatment system and method for preventing anaerobic reactor water outlet pipe from scaling |
| CN110642383B (en) * | 2019-11-08 | 2024-02-27 | 中科院建筑设计研究院有限公司 | Sewage treatment system and method for preventing scaling of water outlet pipe of anaerobic reactor |
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