CN201762694U - Dam flow guiding device - Google Patents
Dam flow guiding device Download PDFInfo
- Publication number
- CN201762694U CN201762694U CN201020262606XU CN201020262606U CN201762694U CN 201762694 U CN201762694 U CN 201762694U CN 201020262606X U CN201020262606X U CN 201020262606XU CN 201020262606 U CN201020262606 U CN 201020262606U CN 201762694 U CN201762694 U CN 201762694U
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- CN
- China
- Prior art keywords
- water
- dam
- valve
- drainage
- flow guiding
- Prior art date
Links
- 239000011901 water Substances 0.000 claims abstract description 68
- 238000002347 injection Methods 0.000 claims description 10
- 239000007924 injections Substances 0.000 claims description 10
- 230000002262 irrigation Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 abstract 1
- 238000010248 power generation Methods 0.000 abstract 1
- 280000398338 Seismic companies 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000006073 displacement reactions Methods 0.000 description 1
- 238000005755 formation reactions Methods 0.000 description 1
- 239000007789 gases Substances 0.000 description 1
- 239000000463 materials Substances 0.000 description 1
Abstract
Description
Technical field
The utility model relates to the related facility of dam body, particularly a kind of dam body drainage system.
Background technology
Existing reservoir draining in flood season water conservancy diversion must be that water level reaches or is higher than the dam body Hongmen Gate that overflows, and water can be discharged, and the water that is lower than the Hongmen Gate that overflows then can not be discharged; Flood season, flood regular meeting burst at the dam body weak part, can not carry out water conservancy diversion control early when water level during near warning line even dam crest; Particularly natural calamity such as seismic activity causes and intercepts mountain valley, river valley or riverbed and form barrier lake, need employ a tremendous amount of manpower, material resources are broken the weir draining, and secondary danger is very big.
Summary of the invention
The purpose of this utility model is to solve the weak point that prior art exists, provide a kind of drainage cost low, rapidly and the water that is lower than the Hongmen Gate that overflows still can normally discharge, not have danger, free of contamination dam body drainage system.
The utility model provides following technical scheme according to siphon principle for achieving the above object: a kind of dam body drainage system, comprise dam body, water intaking valve, water pump, draining valve and drawing, drainage pipe, it is characterized in that: block along dam body in the dam of water side, dam crest is equipped with outside the dam and draws, drainage pipe, water intaking valve is equipped with at water inlet place in the water pipe embedded road, be connected with conduit pipe in dam crest portion water pump and water injection valve are housed, water pump is communicated with current in the dam, water injection valve connects draining valve through the drainage pipe outside overflow valve and the dam, and the delivery port of draining valve is equipped with generating set.
The utility model drainage cost is low, easy to assembly, labour intensity is little, displacement size is adjustable; Water conservancy diversion rapidly and the water that is lower than the Hongmen Gate that overflows still can normally discharge, not have danger, pollution-free; This device is fit to hazardous location drainage drainings such as any large, medium and small reservoir, barrier lake, the mountain on the other way round is irrigated and generating every ditch diversion water conservancy diversion.
Description of drawings
Accompanying drawing is the utility model structural representation.
The specific embodiment
Following with reference to accompanying drawing, provide the specific embodiment of the present utility model, the utility model formation is further specified.
As shown in drawings, this dam body drainage system is mainly by dam body 1, water intaking valve F 1, water pump 2, draining valve F 4With draw, drainage pipe constitutes, block along trapezoidal dam body 1 in the dam of water side 1a, dam crest 1c 1b outside the dam be equipped with draw, drainage pipe, water intaking valve F is equipped with at water inlet 5 places of 1a conduit pipe in the dam 1, be connected with conduit pipe in dam crest 1c portion water pump 2 and water injection valve F be housed 2, water pump 2 is communicated with water injection valve F with current 4 in the dam 2Through overflow valve F 3And the drainage pipe of 1b connects draining valve F outside the dam 4, draining valve F 4Delivery port 6 turbine generation unit 3 is installed, the electricity that delivery port 6 sends, can be used for water pump for draw, the drainage pipe water filling.
During work, close water intaking valve F earlier 1With draining valve F 4, open water injection valve F 2With overflow valve F 3, so that when water pump 2 water fillings, discharge draw, the gas in the drainage pipe, improve waterflood injection rate; When water from overflow valve F 3Overflow promptly draw, gutter fills with water, close water injection valve F this moment 2With overflow valve F 3, open water intaking valve F 1With draining valve F 4, water can be discharged from drainage pipe; Drainage is closed draining valve F after finishing 4Perhaps open water injection valve F 2Get final product.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201020262606XU CN201762694U (en) | 2010-07-14 | 2010-07-14 | Dam flow guiding device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201020262606XU CN201762694U (en) | 2010-07-14 | 2010-07-14 | Dam flow guiding device |
Publications (1)
Publication Number | Publication Date |
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CN201762694U true CN201762694U (en) | 2011-03-16 |
Family
ID=43715305
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201020262606XU CN201762694U (en) | 2010-07-14 | 2010-07-14 | Dam flow guiding device |
Country Status (1)
Country | Link |
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CN (1) | CN201762694U (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102444630A (en) * | 2011-12-09 | 2012-05-09 | 胡伟 | Anti-flood drought-resisting siphon pipeline device |
CN103526733A (en) * | 2013-10-25 | 2014-01-22 | 三峡大学 | Flood discharge and power generation energy dissipation hydropower station |
CN104314037A (en) * | 2014-08-22 | 2015-01-28 | 深圳朴方环保发展有限公司 | Flood draining device |
CN105155478A (en) * | 2015-04-03 | 2015-12-16 | 重庆大学 | Novel barrier dam reinforcing utilization method |
CN105544455A (en) * | 2016-02-20 | 2016-05-04 | 叶兴 | Dam over-standard flood diversion duct tape |
CN105568923A (en) * | 2016-02-29 | 2016-05-11 | 黑龙江大学 | Flood diversion pipe band group of dam for above standard flood |
CN105672189A (en) * | 2016-02-29 | 2016-06-15 | 叶兴 | Disaster prevention and reduction method for preventing overproof flood dyke water damage |
CN106012963A (en) * | 2016-06-14 | 2016-10-12 | 韩宝珠 | Mechanical type anti-seepage water conservancy project dam |
-
2010
- 2010-07-14 CN CN201020262606XU patent/CN201762694U/en not_active IP Right Cessation
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102444630A (en) * | 2011-12-09 | 2012-05-09 | 胡伟 | Anti-flood drought-resisting siphon pipeline device |
CN103526733A (en) * | 2013-10-25 | 2014-01-22 | 三峡大学 | Flood discharge and power generation energy dissipation hydropower station |
CN104314037A (en) * | 2014-08-22 | 2015-01-28 | 深圳朴方环保发展有限公司 | Flood draining device |
CN105155478A (en) * | 2015-04-03 | 2015-12-16 | 重庆大学 | Novel barrier dam reinforcing utilization method |
CN105544455A (en) * | 2016-02-20 | 2016-05-04 | 叶兴 | Dam over-standard flood diversion duct tape |
CN105544455B (en) * | 2016-02-20 | 2017-07-21 | 叶兴 | Dykes and dams super standard flood flood diversion pipe band |
CN105568923A (en) * | 2016-02-29 | 2016-05-11 | 黑龙江大学 | Flood diversion pipe band group of dam for above standard flood |
CN105672189A (en) * | 2016-02-29 | 2016-06-15 | 叶兴 | Disaster prevention and reduction method for preventing overproof flood dyke water damage |
CN105568923B (en) * | 2016-02-29 | 2017-05-31 | 黑龙江大学 | The flood diversion pipe band group of dykes and dams super standard flood |
CN106012963A (en) * | 2016-06-14 | 2016-10-12 | 韩宝珠 | Mechanical type anti-seepage water conservancy project dam |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
C14 | Grant of patent or utility model | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110316 Termination date: 20130714 |
|
C17 | Cessation of patent right |