CN106193262A - A kind of rain dirt mixed flow pipeline Vatch basin - Google Patents
A kind of rain dirt mixed flow pipeline Vatch basin Download PDFInfo
- Publication number
- CN106193262A CN106193262A CN201610709530.2A CN201610709530A CN106193262A CN 106193262 A CN106193262 A CN 106193262A CN 201610709530 A CN201610709530 A CN 201610709530A CN 106193262 A CN106193262 A CN 106193262A
- Authority
- CN
- China
- Prior art keywords
- mixed flow
- well body
- overflow
- flow tube
- intercepting sewer
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F1/00—Methods, systems, or installations for draining-off sewage or storm water
- E03F1/001—Methods, systems, or installations for draining-off sewage or storm water into a body of water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
- E03F5/102—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins using already existing parts of the sewer system for runoff-regulation
Landscapes
- 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 present invention relates to a kind of rain dirt mixed flow pipeline Vatch basin.Including square well body, connect bottom well body and have mixed flow tube and intercepting sewer, the axis of the described mixed flow tube vertical centrage by well body, the axis of intercepting sewer and mixed flow tube are positioned at same level and are vertically arranged, it is characterized in that, the bottom surface of described well body is provided with vertical overflow wall, mixed flow tube and intercepting sewer and is positioned at the same side of overflow wall, the well body of overflow wall opposite side is provided with overflow pipe, and the axis of overflow pipe is not higher than overflow coping；Described intercepting sewer connects municipal wastewater pipe network, and described overflow pipe connects treatment tank or emergent emission point.
Description
Technical field
The present invention relates to municipal sewage pipeline, be specifically related to a kind of rain dirt mixed flow pipeline Vatch basin.
Background technology
Existing most city old cities rain sewer line mixed flow phenomenon generally exists, and can not implement at short notice
Rain sewer line separate system, in this case, both needs to solve sewage and dams and collection work, reduce dirt the most as far as possible
Water is directly discharged into urban river and causes the generation of Ecology serious phenomenon, after rainy day mixed flow to be solved is collected completely, causes dirt
The problem that water treating capacity exceedes Design Treatment ability.
Summary of the invention
For solving deficiency of the prior art, it is an object of the invention to provide rain dirt mixed flow pipeline Vatch basin.
The technical scheme that the present invention takes is:
A kind of rain dirt mixed flow pipeline Vatch basin, including square well body, connects bottom well body and has mixed flow tube and intercepting sewer, institute
Stating the axis of the mixed flow tube vertical centrage by well body, the axis of intercepting sewer is positioned at same level and vertical sets with mixed flow tube
Putting, the bottom surface of described well body is provided with vertical overflow wall, mixed flow tube and intercepting sewer and is positioned at the same side of overflow wall, and overflow wall is another
The well body of side is provided with overflow pipe, and the axis of overflow pipe is not higher than overflow coping；Described intercepting sewer connects municipal wastewater
Pipe network, described overflow pipe connects treatment tank or emergent emission point.
Further, the big at least 600mm of the width ratio mixed flow tube of described well body and the maximum caliber of intercepting sewer, and the cutting of well body
The width in face is not less than 1000mm.
After taking above technical scheme, when the invention have the benefit that fine day without rainwater: sewage passes through mixed flow pipeline,
Enter Vatch basin, enter municipal wastewater pipe network collection by intercepting sewer and process；During cloudy day rain: rain sewage passes through mixed flow tube
Road, enters Vatch basin, enters municipal wastewater pipe network collection by intercepting sewer and processes.But ground rainwater amount is relatively big, and intercepting sewer cannot
Enter rapidly municipal wastewater pipe network, reach to overflow in well partition wall end face time, overflow pipe, for starting working, will be unable to be entered by intercepting sewer
Enter municipal administration sewage network rain sewage, directly emergent enter treatment tank or the emergent emission point such as river nearby.
Accompanying drawing explanation
Fig. 1 is the top view of the structure of the present invention；
Fig. 2 is the front view of the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing, the detailed description of the invention of the present invention is further described:
As it can be seen, a kind of rain dirt mixed flow pipeline Vatch basin, including square well body 1, connect bottom well body and have mixed flow tube 2
At least 600mm big with intercepting sewer 3, the width ratio mixed flow tube 2 of well body 1 and the maximum caliber of intercepting sewer 3, and the cross section of well body 1
Width is not less than 1000mm.The axis of the described mixed flow tube 2 vertical centrage by well body 1, the axis of intercepting sewer 3 and mixed flow tube
2 are positioned at same level and are vertically arranged, and the bottom surface of described well body 1 is provided with vertical overflow wall 4, mixed flow tube 2 and intercepting sewer 3
Being positioned at the same side of overflow wall 4, the well body of overflow wall 4 opposite side is provided with overflow pipe 5, and the axis of overflow pipe 5 is not higher than overflow
The top of wall 4；Described intercepting sewer 3 connects municipal wastewater pipe network, and described overflow pipe 5 connects treatment tank or emergent emission point.
Claims (2)
1. a rain dirt mixed flow pipeline Vatch basin, including square well body, connects bottom well body and has mixed flow tube and intercepting sewer, described
The axis of mixed flow tube is by the vertical centrage of well body, and the axis of intercepting sewer is positioned at same level and vertical sets with mixed flow tube
Put, it is characterised in that the bottom surface of described well body is provided with vertical overflow wall, mixed flow tube and intercepting sewer and is positioned at the same of overflow wall
Side, the well body of overflow wall opposite side is provided with overflow pipe, and the axis of overflow pipe is not higher than overflow coping；Described intercepting sewer is even
Connecing municipal wastewater pipe network, described overflow pipe connects treatment tank or emergent emission point.
A kind of rain dirt mixed flow pipeline Vatch basin the most according to claim 1, it is characterised in that the width ratio of described well body
The big at least 600mm of the maximum caliber of mixed flow tube and intercepting sewer, and the width in the cross section of well body is not less than 1000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610709530.2A CN106193262A (en) | 2016-08-17 | 2016-08-17 | A kind of rain dirt mixed flow pipeline Vatch basin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610709530.2A CN106193262A (en) | 2016-08-17 | 2016-08-17 | A kind of rain dirt mixed flow pipeline Vatch basin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193262A true CN106193262A (en) | 2016-12-07 |
Family
ID=57524048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610709530.2A Pending CN106193262A (en) | 2016-08-17 | 2016-08-17 | A kind of rain dirt mixed flow pipeline Vatch basin |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193262A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759789A (en) * | 2016-12-26 | 2017-05-31 | 江苏中路工程技术研究院有限公司 | A kind of road gully structure suitable for sponge city |
| CN110230347A (en) * | 2019-07-15 | 2019-09-13 | 江苏华蕊海绵城市建设有限公司 | A kind of rain sewage diversion device |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201250447Y (en) * | 2009-01-09 | 2009-06-03 | 陈鸿飞 | Rainwater pollution mixed flow discharge device |
| KR20100010135A (en) * | 2008-07-22 | 2010-02-01 | (주)덕산지에스 | Road drainer with branch pipe connection member for sewage pipe |
| CN202831198U (en) * | 2012-09-24 | 2013-03-27 | 福州市规划设计研究院 | Sewage intercepting well capable of preventing river water from flowing backward |
| KR101295928B1 (en) * | 2011-10-25 | 2013-08-13 | 박지운 | Rain collecting well for preventing counterflow and increasing drainage |
-
2016
- 2016-08-17 CN CN201610709530.2A patent/CN106193262A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20100010135A (en) * | 2008-07-22 | 2010-02-01 | (주)덕산지에스 | Road drainer with branch pipe connection member for sewage pipe |
| CN201250447Y (en) * | 2009-01-09 | 2009-06-03 | 陈鸿飞 | Rainwater pollution mixed flow discharge device |
| KR101295928B1 (en) * | 2011-10-25 | 2013-08-13 | 박지운 | Rain collecting well for preventing counterflow and increasing drainage |
| CN202831198U (en) * | 2012-09-24 | 2013-03-27 | 福州市规划设计研究院 | Sewage intercepting well capable of preventing river water from flowing backward |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759789A (en) * | 2016-12-26 | 2017-05-31 | 江苏中路工程技术研究院有限公司 | A kind of road gully structure suitable for sponge city |
| CN106759789B (en) * | 2016-12-26 | 2019-04-05 | 江苏中路工程技术研究院有限公司 | A kind of road gully structure suitable for sponge city |
| CN110230347A (en) * | 2019-07-15 | 2019-09-13 | 江苏华蕊海绵城市建设有限公司 | A kind of rain sewage diversion device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161207 |
|
| WD01 | Invention patent application deemed withdrawn after publication |