CN207276223U - A kind of anti-siphonic system of sewage treatment process spoil disposal - Google Patents
A kind of anti-siphonic system of sewage treatment process spoil disposal Download PDFInfo
- Publication number
- CN207276223U CN207276223U CN201721177781.7U CN201721177781U CN207276223U CN 207276223 U CN207276223 U CN 207276223U CN 201721177781 U CN201721177781 U CN 201721177781U CN 207276223 U CN207276223 U CN 207276223U
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- China
- Prior art keywords
- sludge
- spoil disposal
- box
- sewage treatment
- treatment process
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- 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.)
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- 238000000034 method Methods 0.000 title claims abstract description 27
- 239000010865 sewage Substances 0.000 title claims abstract description 23
- 239000010802 sludge Substances 0.000 claims abstract description 72
- 230000003139 buffering Effects 0.000 claims abstract description 9
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims 4
- 239000010959 steel Substances 0.000 claims 4
- 239000007788 liquid Substances 0.000 abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 20
- 229920003048 styrene butadiene rubber Polymers 0.000 description 4
- 238000005265 energy consumption Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005273 aeration Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000010841 municipal wastewater Substances 0.000 description 1
- 230000001376 precipitating Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Abstract
The anti-siphonic system of sewage treatment process spoil disposal described in the utility model, including baffle-box and sludge conveying assembly;The baffle-box includes the square pond body of inclined bottom surface, and the nearly biological tank side in baffle-box bottom surface is higher than opposite side;Above the side wall of the nearly biological tank one end of pond body, some side windows are offered, the baffle-box sidewall bottom opposite with side window, is provided with the sludge discharge pipe for being passed through sludge storage pool;Sludge conveying assembly is connected by residual sludge pump with wired hose;The other end of the wired hose is passed through in buffering box main body by side window.After the completion of improvement, sludge discharge pipeline is no longer extend under liquid level, but it is directly exposed in air, coordinate the setting of baffle-box, effectively destroy the necessary condition of siphon generation, siphonage after spoil disposal sequential occurs never again, can also get information about whole sludge drainage system operation conditions by observing spoil disposal situation of the wired hose in the anti-siphonic system of sewage treatment process spoil disposal.
Description
Technical field
It the utility model is related to technical field of sewage, and in particular to municipal wastewater industry constant water level sequencing batch system is arranged
Mud system prevents the improvement system of siphon.
Background technology
Dalian Xia Jiahe sewage treatment plants use CWSBR techniques (Constant Waterlevel Sequencing
Batch Reactors), i.e. constant water level sequencing batch reactor.Its core technology has two:First, utilize water sail
(Hydrosail) reciprocating motion runs the change water level of conventional SBR to be changed to the operation of permanent water level, i.e., in single pond continuously into
Water, continuous effluent, periodically water-filling/stirring of completion SBR techniques, aeration, the overall process for precipitating, straining water.Second, permanent water level
The use of water decanter, reduces hydraulic loss, reduces energy consumption.It overcomes tradition on the basis of original SBR advantages are remained
SBR techniques intermittent water inflow, intermittent drainage, become the shortcomings that water level, permanent water level, continuous operation in whole sewage disposal process.I
The sewage treatment industry of state can not keep up with the fast development of economic situation all the time due to being developed slowly by financial strain,
Such case is especially prominent during China's city-building.And CWSBR techniques have that reduced investment, operating cost be low, water outlet water
The advantages that matter is good.
In CWSBR techniques, use residual sludge pump that unnecessary sludge is discharged into sludge for the sludge drainage system of capital equipment
In reservoir, original technique is conveyed by wired hose, and one end is connected in residual sludge pump, and one end is inserted into sludge storage pool
In.But find in actual operation, spoil disposal when sort run after, positioned at biological tank bottom of pond residual sludge pump stop work
Make, and one end that wired hose extend into sludge storage pool is highly higher than the one end being connected at biological tank bottom with residual sludge pump,
Due to liquid level difference, siphonage can be produced under the action of liquid pressure and atmospheric pressure, by the sludge in sludge storage pool
It is sucked back into biological tank.Thus, sludge drainage system is improved by research, adds a sewage treatment process spoil disposal and prevent
Siphonic system, and then avoid such case.
Utility model content
Traditional constant water level sequencing batch system, its sludge drainage system are run when straining water, dirty by residual sludge pump, wired hose
Mud reservoir forms.Follow-up Treatment of Sludge be by the sludge in sludge storage pool by sludge pump get to adjacent Treatment of Sludge factory into
Row processing.
It is to solve after spoil disposal process, since sludge is flow backwards caused by siphon the problem of, the utility model design is a kind of
The new anti-siphonic system of sewage treatment process spoil disposal, by sludge conveying assembly, sludge storage is emitted into by sludge from biological tank
Pond;The system comprises baffle-box and sludge conveying assembly;
The baffle-box includes the square pond body of inclined bottom surface, and the nearly biological tank side in baffle-box bottom surface is higher than another
Side;Above the side wall of the nearly biological tank one end of pond body, some side windows are offered, the baffle-box sidewall bottom opposite with side window, if
It is equipped with the sludge discharge pipe for being passed through sludge storage pool;
Sludge conveying assembly is connected by residual sludge pump with wired hose;The other end of the wired hose is led to by side window
Enter to buffer in box main body.
In the case of preferable, the buffering box wall, the lower section of side window, is provided with fixing bracket.
For side window described above, it can set multiple along the nearly biological tank side of baffle-box or be arranged to same with side wall
It is long.
In the case of preferable, the wired hose is passed through in baffle-box pond body and is supported by fixing bracket and fixed.
In the case of preferable, the wired hose outside diameter is less than side window opening.
In the case of preferable, the buffering box main body is stainless steel.
In the case of preferable, the baffle-box inclined bottom surface angle is horizontal by 5~30 °;Preferable angle is 15 °,
Such angle may advantageously facilitate flowing of the biological tank base sludge to sludge storage pool.
The diameter of the wired hose is less than the sidewall thickness of the sludge discharge pipe.
A diameter of 0.25m of the wired hose.
The sidewall thickness of the sludge discharge pipe is 0.5m.
Beneficial effect:
After the completion of improvement, sludge discharge pipeline is no longer extend under liquid level, but is directly exposed in air, coordinates baffle-box
Setting, effectively destroy the necessary condition of siphon generation, the siphonage after spoil disposal sequential occurs never again, can be with
By observing spoil disposal situation of the wired hose in the anti-siphonic system of sewage treatment process spoil disposal, whole sludge drainage system is got information about
Operation conditions.
Brief description of the drawings
The structure diagram of Fig. 1 anti-siphonic systems of sewage treatment process spoil disposal described in the utility model;
Wherein, 1. biological tank;11 liquid levels;2. sludge conveying assembly;21 residual sludge pumps;22 wired hoses;3. baffle-box;
31 baffle-box pond bodies;32 side windows;33 fixing brackets;34 sludge drains;4. sludge storage pool.
Embodiment
Following nonlimiting examples can make those of ordinary skill in the art that the utility model be more fully understood, but
The utility model is not limited in any way.
Embodiment 1
The sludge drainage system research of items selection Dalian Xia Jiahe sewage treatment plants constant water level sequencing batch system.Traditional perseverance water level
Batch-type system has many merits:Since the loss of flood peak reduces, energy consumption reduces, and operating cost is low;It is stable, reliable;Go out
Water excellent;Can denitrogenation, dephosphorization;Lness ratio of plant is low;With stronger capacity of resisting impact load;Sludge continued compression, sinks
Shallow lake performance is good.Its sludge drainage system is run when straining water, by residual sludge pump, wired hose, sludge storage pool composition.Follow-up sludge
Processing is that the sludge in sludge storage pool is got to adjacent Dalian Xia Jiahe Treatment of Sludge factory by sludge pump to be handled.
The baffle-box 3 includes the square pond body 3.1 of inclined bottom surface, and nearly 1 side of biological tank in baffle-box bottom surface is high
In opposite side;The baffle-box inclined bottom surface angle is horizontal by 15 °.Above the side wall of nearly 1 one end of biological tank of pond body 31,
Some side windows 32 are offered, baffle-box 3 sidewall bottom opposite with side window 32, is provided with the sludge discharge for being passed through sludge storage pool 4
Pipe 34;
The sludge conveying assembly 2 is connected by residual sludge pump 21 and wired hose 22;The wired hose 22 it is another
End is passed through in buffering box main body 31 by side window 32.3 madial wall of baffle-box, the lower section of side window 32, is provided with fixing bracket
33.In the side window 32 four are set along the nearly biological tank side of baffle-box 3.The wired hose 22 is passed through in buffering box main body 31
And supported and fixed by fixing bracket 33.22 outside diameter of wired hose is open less than side window 32.It is one to buffer box main body 31
It is 2 meters long, 2 meters wide, high 2 meters of square stainless steel babinet.And babinet 3 is in communication with the outside by side window 32, in spoil disposal, sludge
It is introduced into by wired hose 22 in baffle-box 3, then sludge is entered by the sludge drain 34 of another side bottom of babinet
In reservoir 4, so avoid wired hose 22 and extend under liquid level 11, and babinet 3 is even more fundamentally shut out with atmosphere
The generation of siphon absolutely.
A diameter of 0.25m of wired hose 22 described previously;The sidewall thickness of the sludge discharge pipe 34 is 0.5m.
Claims (10)
1. a kind of new anti-siphonic system of sewage treatment process spoil disposal, including residual sludge pump, wired hose, sludge storage pool knot
Structure unit, it is characterised in that:Including baffle-box and sludge conveying assembly, the baffle-box includes the square pond of inclined bottom surface
Body, the nearly biological tank side in baffle-box bottom surface are higher than opposite side;Above the side wall of the nearly biological tank one end of pond body, side is offered
Window, the baffle-box sidewall bottom opposite with side window, is provided with the sludge discharge pipe for being passed through sludge storage pool;
Sludge conveying assembly is connected by residual sludge pump with wired hose;The other end of the wired hose is passed through slow by side window
Rush in box main body.
2. the new anti-siphonic system of sewage treatment process spoil disposal according to claim 1, it is characterised in that:In the side
The nearly biological tank side of windowsill baffle-box is arranged to side wall with long.
3. the new anti-siphonic system of sewage treatment process spoil disposal according to claim 1, it is characterised in that:Described slow
Box wall is rushed, the lower section of side window, is provided with fixing bracket.
4. the new anti-siphonic system of sewage treatment process spoil disposal according to claim 3, it is characterised in that:The steel wire
Hose is passed through in buffering box main body and is supported and fixed by fixing bracket.
5. the new anti-siphonic system of sewage treatment process spoil disposal according to claim 1, it is characterised in that:The steel wire
Hose outside diameter is less than side window opening.
6. the new anti-siphonic system of sewage treatment process spoil disposal according to claim 1, it is characterised in that:The buffering
Box main body is stainless steel.
7. the new anti-siphonic system of sewage treatment process spoil disposal according to claim 1, it is characterised in that:The buffering
The inclined bottom surface angle of case is horizontal by 5~30 °.
8. the new anti-siphonic system of sewage treatment process spoil disposal according to claim 1, it is characterised in that:The buffering
The inclined bottom surface angle of case is 15 ° with horizontal plane angle.
9. the new anti-siphonic system of sewage treatment process spoil disposal according to claim 1, it is characterised in that:The steel wire
The diameter of hose is less than the sidewall thickness of the sludge discharge pipe.
10. the new anti-siphonic system of sewage treatment process spoil disposal according to claim 1, it is characterised in that:The steel
A diameter of 0.25m of silk hose;The sidewall thickness of the sludge discharge pipe is 0.5m.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721177781.7U CN207276223U (en) | 2017-09-14 | 2017-09-14 | A kind of anti-siphonic system of sewage treatment process spoil disposal |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721177781.7U CN207276223U (en) | 2017-09-14 | 2017-09-14 | A kind of anti-siphonic system of sewage treatment process spoil disposal |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207276223U true CN207276223U (en) | 2018-04-27 |
Family
ID=61990938
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721177781.7U Active CN207276223U (en) | 2017-09-14 | 2017-09-14 | A kind of anti-siphonic system of sewage treatment process spoil disposal |
Country Status (1)
Country | Link |
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CN (1) | CN207276223U (en) |
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2017
- 2017-09-14 CN CN201721177781.7U patent/CN207276223U/en active Active
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