CN114837285A - Overflow pollution control and backflow prevention system - Google Patents
Overflow pollution control and backflow prevention system Download PDFInfo
- Publication number
- CN114837285A CN114837285A CN202210502940.5A CN202210502940A CN114837285A CN 114837285 A CN114837285 A CN 114837285A CN 202210502940 A CN202210502940 A CN 202210502940A CN 114837285 A CN114837285 A CN 114837285A
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- Prior art keywords
- sewage
- outlet pipe
- water outlet
- well
- water
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- 230000002265 prevention Effects 0.000 title claims abstract description 14
- 239000010865 sewage Substances 0.000 claims abstract description 85
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 77
- 238000007599 discharging Methods 0.000 claims abstract description 4
- 238000005260 corrosion Methods 0.000 claims description 3
- 230000007797 corrosion Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 238000011109 contamination Methods 0.000 claims 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005067 remediation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/042—Arrangements of means against overflow of water, backing-up from the drain
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/043—Partitioned to allow more than one medium to flow through
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/22—Adaptations of pumping plants for lifting sewage
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- 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
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- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
Abstract
The invention discloses an overflow pollution control and backflow prevention system which comprises a water inlet pipe, a grid well, a first water outlet pipe, a sewage interception well, a fifth water outlet pipe and a backflow prevention device. The water inlet pipe is arranged on one side of the grid well, the grid well is communicated with the sewage intercepting well through the first water outlet pipe, the fifth water outlet pipe is arranged on one side of the sewage intercepting well, the backflow preventer is arranged in the fifth water outlet pipe, and a sewage discharging device communicated with a current sewage system is arranged in the sewage intercepting well. Under the matching of the sewage discharge device, the fifth water outlet pipe and the backflow preventer, the sewage interception amount can be accurately controlled in rainy days, the phenomenon of failure of backflow prevention function of a flap valve or a duckbill valve in the prior art is avoided, and the sewage treatment device is easy to implement, low in manufacturing cost and convenient to manage, so that the sewage treatment efficiency is improved and the water environment quality is improved.
Description
Technical Field
The invention relates to the technical field of sewage treatment, in particular to an overflow pollution control and backflow prevention system.
Background
By now, the water environment remediation work all over the country has achieved remarkable results. For places which are difficult to realize distribution of rain and sewage or mixed misconnection transformation in a short period, such as old cities, rural areas and the like, in order to achieve the purposes of water environment remediation and sewage treatment physique synergism, a tail-end sewage interception mode is usually adopted. Due to the reasons that the intercepting well is unreasonable in design, the backflow prevention device fails and the like, a large amount of rainwater is intercepted in rainy days, so that sewage pipes in partial areas run at high water levels, the inflow concentration of a sewage plant is low, and the stable running and efficiency improvement of the sewage plant are affected.
In order to solve the problem of excessive intercepting sewage discharged to a sewage plant in rainy days, intercepting wells gradually develop novel adjustable weirs (lower opening type adjusting weirs and rotary type adjusting weirs) driven by electric control or hydraulic control from the past simple fixed weirs (groove type and weir type), but the intercepting wells still cannot accurately adjust and control the intercepting amount. Meanwhile, due to the limitation of the height of a drainage pipe network, the mode of intercepting by gravity also limits the application of the novel adjustable weir intercepting well in certain scenes. In addition, the flap valve or the duckbill valve for preventing the river water from flowing backwards also has the condition that the flap valve or the duckbill valve cannot be completely closed, so that a large amount of river water enters a sewage intercepting pipe network, and the water inlet concentration of a sewage plant is reduced.
Therefore, those skilled in the art are dedicated to develop an overflow pollution control and anti-backflow system, which not only can accurately control the amount of sewage interception and avoid the failure of flap valve or duckbill valve anti-backflow function, but also is easy to implement, low in cost and convenient to manage, thereby realizing the improvement of water environment quality and the improvement of sewage treatment efficiency.
Disclosure of Invention
In view of the above-mentioned drawbacks of the prior art, a technical object of the present invention is to solve the problems mentioned in the above-mentioned background art.
In order to achieve the technical purpose, the invention provides an overflow pollution control and backflow prevention system, which comprises a water inlet pipe, a grid well, a first water outlet pipe, a sewage interception well, a fifth water outlet pipe and a backflow prevention device, wherein the water inlet pipe is connected with the grid well; the water inlet pipe is arranged on one side of the grid well, the grid well is communicated with the sewage interception well through the first water outlet pipe, the fifth water outlet pipe is arranged on one side of the sewage interception well, the backflow preventer is arranged in the fifth water outlet pipe, and a sewage discharge device communicated with a current sewage system is arranged in the sewage interception well; preferably, the sewage draining device comprises a first sewage pump and a second sewage pump with different starting water levels, the first sewage pump and the second sewage pump are respectively communicated with a second water outlet pipe, each second water outlet pipe is respectively communicated with a fourth water outlet pipe through a third water outlet pipe, and the fourth water outlet pipe is communicated with the current situation sewage system.
Preferably, an artificial grating is arranged inside the grating well.
Preferably, the backflow preventer is made of a corrosion-resistant material.
The invention has the beneficial effects that:
due to the structural design, under the coordination of the sewage discharge device, the fifth water outlet pipe and the backflow preventer, the sewage interception amount can be accurately controlled in rainy days, the phenomenon of failure of backflow prevention action of a flap valve or a duckbill valve in the prior art is avoided, and the sewage treatment device is easy to implement, low in manufacturing cost and convenient to manage, so that the improvement of sewage treatment efficiency and the improvement of water environment quality are realized.
Drawings
FIG. 1 is a schematic plan view of the present invention;
fig. 2 is a schematic cross-sectional view taken along line a-a in fig. 1.
In the figure: the system comprises a water inlet pipe 1, a grid well 2, an artificial grid 3, a first water outlet pipe 4, a sewage intercepting well 5, a first sewage pump 6, a second sewage pump 7, a second water outlet pipe 8, a third water outlet pipe 9, a fourth water outlet pipe 10, a fifth water outlet pipe 11 and a backflow preventer 12.
Detailed Description
The conception, the specific structure and the technical effects of the present invention will be further described with reference to the accompanying drawings to fully understand the objects, the features and the effects of the present invention.
Example (b):
as shown in fig. 1-2, an overflow pollution control and backflow prevention system includes a water inlet pipe 1, a grid well 2, a first water outlet pipe 4, a sewage interception well 5, a fifth water outlet pipe 11, and a backflow prevention device 12;
the water inlet pipe 1 is arranged at one side of the grid well 2, the grid well 2 is communicated with the sewage intercepting well 5 through the first water outlet pipe 4, the fifth water outlet pipe 11 is arranged at one side of the sewage intercepting well 5, the backflow preventer 12 is arranged in the fifth water outlet pipe 11, and the sewage discharging device communicated with a current sewage system is arranged in the sewage intercepting well 5;
the sewage discharging device comprises a first sewage pump 6 and a second sewage pump 7 with different starting water levels, the first sewage pump 6 and the second sewage pump 7 are respectively communicated with a second water outlet pipe 8, each second water outlet pipe 8 is respectively communicated with a fourth water outlet pipe 10 through a third water outlet pipe 9, and the fourth water outlet pipe 10 is communicated with the current sewage system.
Specifically, the grille well 2 is provided with an artificial grille 3 which can intercept the floating objects in the sewage, ensure the stable operation of the first sewage pump and the second sewage pump and avoid the floating objects from entering the river channel.
Specifically, the intercepting well 5 is provided with a first sewage pump 6 and a second sewage pump 7, and can lift the intercepted sewage to a current sewage system.
Specifically, the fifth water outlet pipe 11 is provided with a built-in backflow preventer 12, so that the backflow of river water can be effectively avoided.
Specifically, the backflow preventer 12 is made of a special material and is corrosion resistant.
The working principle of the invention is as follows:
in dry days and early rainwater periods, sewage firstly enters the grid well 2 through the water inlet pipe 1, is filtered by the artificial grid 3 in the grid well 2 and then flows into the intercepting well 5 through the first water outlet pipe 4; when the water level in the intercepting well 5 reaches a first pump starting water level H1, the intercepting well 5 starts a first sewage pump 6 to lift sewage, when the water level in the intercepting well 5 reaches a second pump starting water level H2, the intercepting well 5 starts a second sewage pump 7 to lift sewage, and the lifted sewage is finally discharged to a current sewage system through a second water outlet pipe 8, a third water outlet pipe 9 and a fourth water outlet pipe 10; at this time, the built-in backflow preventer 12 is in a closed state to prevent the river water from flowing backward.
Along with the gradual increase of rainfall, the lifting capacity of the first sewage pump 6 and the second sewage pump 7 reaches the maximum, and the combined sewage overflows to a river channel through a fifth water outlet pipe 11; at this time, the built-in backflow preventer 12 is in an open state.
After the rainfall is finished, the operation modes of the first sewage pump 6, the second sewage pump 6 and the backflow preventer 12 are restored to the dry day mode.
The foregoing detailed description of the preferred embodiments of the invention has been presented. It should be understood that numerous modifications and variations could be devised by those skilled in the art in light of the present teachings without departing from the inventive concepts. Therefore, the technical solutions available to those skilled in the art through logic analysis, reasoning and limited experiments based on the prior art according to the concept of the present invention should be within the scope of protection defined by the claims.
Claims (3)
1. The utility model provides an overflow pollution control and prevent flowing backward system which characterized in that: comprises a water inlet pipe (1), a grid well (2), a first water outlet pipe (4), a sewage interception well (5), a fifth water outlet pipe (11) and a backflow preventer (12); the water inlet pipe (1) is arranged on one side of the grid well (2), the grid well (2) is communicated with the sewage intercepting well (5) through the first water outlet pipe (4), the fifth water outlet pipe (11) is arranged on one side of the sewage intercepting well (5), the backflow preventer (12) is arranged in the fifth water outlet pipe (11), and a sewage discharge device communicated with a current sewage system is arranged in the sewage intercepting well (5); the sewage discharging device comprises a first sewage pump (6) and a second sewage pump (7) with different starting water levels, wherein the first sewage pump (6) and the second sewage pump (7) are respectively communicated with a second water outlet pipe (8), each second water outlet pipe (8) is respectively communicated with a fourth water outlet pipe (10) through a third water outlet pipe (9), and the fourth water outlet pipe (10) is communicated with the current situation sewage system.
2. The overflow contamination control and backflow prevention system of claim 1, wherein: an artificial grating (3) is arranged in the grating well (2).
3. The overflow contamination control and backflow prevention system of claim 1, wherein: the backflow preventer (12) is made of corrosion-resistant materials.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202210502940.5A CN114837285A (en) | 2022-05-10 | 2022-05-10 | Overflow pollution control and backflow prevention system |
Applications Claiming Priority (1)
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CN202210502940.5A CN114837285A (en) | 2022-05-10 | 2022-05-10 | Overflow pollution control and backflow prevention system |
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CN114837285A true CN114837285A (en) | 2022-08-02 |
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CN202210502940.5A Pending CN114837285A (en) | 2022-05-10 | 2022-05-10 | Overflow pollution control and backflow prevention system |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BR0201386A (en) * | 2001-02-28 | 2002-10-01 | Inst Nac Del Agua | Installation of a manhole with pre-treatment and sewage flow regulation |
CN208395974U (en) * | 2018-04-27 | 2019-01-18 | 上海凯源泵业有限公司 | A kind of separate type grid in integrated prefabricated pumping station system cuts dirty well device |
CN211472805U (en) * | 2019-12-13 | 2020-09-11 | 上海新三星给排水设备有限公司 | Underground pipe network rain and sewage mixed joint confluence sewage intelligent interception system |
CN212336238U (en) * | 2020-09-25 | 2021-01-12 | 湖北祺润生态建设有限公司 | Sewage intercepting well of residential area |
-
2022
- 2022-05-10 CN CN202210502940.5A patent/CN114837285A/en active Pending
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
BR0201386A (en) * | 2001-02-28 | 2002-10-01 | Inst Nac Del Agua | Installation of a manhole with pre-treatment and sewage flow regulation |
CN208395974U (en) * | 2018-04-27 | 2019-01-18 | 上海凯源泵业有限公司 | A kind of separate type grid in integrated prefabricated pumping station system cuts dirty well device |
CN211472805U (en) * | 2019-12-13 | 2020-09-11 | 上海新三星给排水设备有限公司 | Underground pipe network rain and sewage mixed joint confluence sewage intelligent interception system |
CN212336238U (en) * | 2020-09-25 | 2021-01-12 | 湖北祺润生态建设有限公司 | Sewage intercepting well of residential area |
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Application publication date: 20220802 |
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RJ01 | Rejection of invention patent application after publication |