CN204384951U - Highly effective sludge backflow jet-flow aeration one waste disposal plant - Google Patents
Highly effective sludge backflow jet-flow aeration one waste disposal plant Download PDFInfo
- Publication number
- CN204384951U CN204384951U CN201520026614.7U CN201520026614U CN204384951U CN 204384951 U CN204384951 U CN 204384951U CN 201520026614 U CN201520026614 U CN 201520026614U CN 204384951 U CN204384951 U CN 204384951U
- Authority
- CN
- China
- Prior art keywords
- reaction zone
- biochemical reaction
- jet
- waste disposal
- highly effective
- Prior art date
- 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.)
- Expired - Fee Related
Links
- 239000010802 sludge Substances 0.000 title claims abstract description 23
- 238000005273 aeration Methods 0.000 title claims abstract description 21
- 239000002699 waste material Substances 0.000 title claims abstract description 10
- 238000005842 biochemical reaction Methods 0.000 claims abstract description 14
- 238000010992 reflux Methods 0.000 claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 238000005276 aerator Methods 0.000 claims abstract description 6
- 239000010865 sewage Substances 0.000 abstract description 5
- 238000003756 stirring Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 6
- 238000004065 wastewater treatment Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Abstract
Highly effective sludge backflow jet-flow aeration one waste disposal plant, primarily of biochemical reaction zone (1), settling region (2) two part composition, biochemical reaction zone (1) comprises water inlet pipe (1.1), thrust-augmenting nozzle (1.2), jet aerator (1.3), returning aeration control valve (1.4) and inlet pipe (1.5), and settling region (2) comprise mud return line (2.1), sludge reflux pump (2.2), guide shell (2.3) and water outlet (2.4) and corresponding pipeline and support etc.Biochemical reaction zone (1) is provided with thrust-augmenting nozzle (1.2), utilizes the speed of backflow sewage to play stirring action.
Description
Technical field:
The utility model relates to a kind of waste disposal plant, particularly sludge reflux jet-flow aeration one waste disposal plant.
Background technology:
Existing sludge reflux and aeration type wastewater treatment equipment are all generally split type, take up an area large, equipment is many, investment is large, working cost is high and manage loaded down with trivial details.
Utility model content:
The technical problems to be solved in the utility model is to provide highly effective sludge backflow jet-flow aeration one waste disposal plant, solves existing sludge reflux and aeration type wastewater treatment equipment takes up an area greatly, equipment is many, investment is large, working cost is high and manage the problems such as loaded down with trivial details.For solving the problem, the utility model adopts following technical scheme: highly effective sludge backflow jet-flow aeration one waste disposal plant, primarily of biochemical reaction zone (1), settling region (2) two part composition, biochemical reaction zone (1) comprises water inlet pipe (1.1), thrust-augmenting nozzle (1.2), jet aerator (1.3), returning aeration control valve (1.4) and inlet pipe (1.5), settling region (2) comprises mud return line (2.1), sludge reflux pump (2.2), guide shell (2.3) and water outlet (2.4) and corresponding pipeline and support etc.
Settling region (2) is provided with sludge reflux pump (2.2), and the effect of existing sludge reflux also has the effect of aeration; Biochemical reaction zone (1) is provided with thrust-augmenting nozzle (1.2), utilizes the residual velocity of backflow sewage to play stirring action.
The utility model advantage is: integrated design, novel structure, equipment are few, reduced investment, power consumption are low, convenient management.
Accompanying drawing illustrates:
Fig. 1 is the utility model highly effective sludge backflow jet-flow aeration one waste disposal plant structural representation.
Nomenclature in figure: biochemical reaction zone (1), settling region (2), water inlet pipe (1.1), thrust-augmenting nozzle (1.2), jet aerator (1.3), returning aeration control valve (1.4) and inlet pipe (1.5), settling region (2) comprise mud return line (2.1), sludge reflux pump (2.2), guide shell (2.3) and water outlet (2.4).
Embodiment:
By best embodiment, the utility model is described in detail below.
As shown in Figure 1, highly effective sludge backflow jet-flow aeration one waste disposal plant, comprise: be made up of biochemical reaction zone (1), settling region (2) two part, biochemical reaction zone (1) comprises water inlet pipe (1.1), thrust-augmenting nozzle (1.2), jet aerator (1.3), returning aeration control valve (1.4) and inlet pipe (1.5), and settling region (2) comprise mud return line (2.1), sludge reflux pump (2.2), guide shell (2.3) and water outlet (2.4) and corresponding pipeline and support etc.
Settling region (2) is provided with sludge reflux pump (2.2), and the effect of existing sludge reflux also has the effect of aeration; Biochemical reaction zone (1) is provided with thrust-augmenting nozzle (1.2), utilizes the residual velocity of backflow sewage to play stirring action.
Sludge reflux pump (2.2) promote containing dirt water in jet aerator (1.3) and air mixed, realize the effect of biochemical aeration, then enter biochemical reaction zone (1) through thrust-augmenting nozzle (1.2), utilize and be uniformly mixed effect in the residual velocity realization response district of mixed sewage; Sewage flows into settling region (2) suspended sludge from biochemical reaction zone (1) and is deposited in bottom, settling region, promotes enter next circulation through sludge reflux pump (2.2); Clear water flows out from water outlet (2.4); Mud return line (2.1) is provided with returning aeration control valve (1.4), its role is to the intensity regulating aeration.
Last it is noted that obviously, above-described embodiment is only for the utility model example is clearly described, and the restriction not to embodiment.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here exhaustive without the need to also giving all embodiments.And thus the apparent change of amplifying out or variation be still among protection domain of the present utility model.
Claims (1)
1. highly effective sludge backflow jet-flow aeration one waste disposal plant, primarily of biochemical reaction zone (1), settling region (2) two part composition, biochemical reaction zone (1) comprises water inlet pipe (1.1), thrust-augmenting nozzle (1.2), jet aerator (1.3), returning aeration control valve (1.4) and inlet pipe (1.5), and settling region (2) comprise mud return line (2.1), sludge reflux pump (2.2), guide shell (2.3) and water outlet (2.4) and corresponding pipeline and support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520026614.7U CN204384951U (en) | 2015-01-15 | 2015-01-15 | Highly effective sludge backflow jet-flow aeration one waste disposal plant |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520026614.7U CN204384951U (en) | 2015-01-15 | 2015-01-15 | Highly effective sludge backflow jet-flow aeration one waste disposal plant |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204384951U true CN204384951U (en) | 2015-06-10 |
Family
ID=53357686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520026614.7U Expired - Fee Related CN204384951U (en) | 2015-01-15 | 2015-01-15 | Highly effective sludge backflow jet-flow aeration one waste disposal plant |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204384951U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105461060A (en) * | 2015-12-31 | 2016-04-06 | 武汉泰昌源环保科技有限公司 | TAO integrated self-circulation bioreactor |
| CN105502623A (en) * | 2016-01-26 | 2016-04-20 | 何旭红 | Neutralizing and settling pool |
| CN109970198A (en) * | 2019-04-25 | 2019-07-05 | 海南天鸿市政设计股份有限公司 | Utilize the device and sewage water treatment method of heavy caliber trunk sewer road processing sewage |
-
2015
- 2015-01-15 CN CN201520026614.7U patent/CN204384951U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105461060A (en) * | 2015-12-31 | 2016-04-06 | 武汉泰昌源环保科技有限公司 | TAO integrated self-circulation bioreactor |
| CN105502623A (en) * | 2016-01-26 | 2016-04-20 | 何旭红 | Neutralizing and settling pool |
| CN109970198A (en) * | 2019-04-25 | 2019-07-05 | 海南天鸿市政设计股份有限公司 | Utilize the device and sewage water treatment method of heavy caliber trunk sewer road processing sewage |
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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: 20150610 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |