CN101591902A - Seawater impoundment and generation hydraulic engineering - Google Patents
Seawater impoundment and generation hydraulic engineering Download PDFInfo
- Publication number
- CN101591902A CN101591902A CNA2009101583694A CN200910158369A CN101591902A CN 101591902 A CN101591902 A CN 101591902A CN A2009101583694 A CNA2009101583694 A CN A2009101583694A CN 200910158369 A CN200910158369 A CN 200910158369A CN 101591902 A CN101591902 A CN 101591902A
- Authority
- CN
- China
- Prior art keywords
- water
- seawater
- reservoir
- filling pond
- filling
- 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
Images
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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
The invention discloses a kind of seawater impoundment and generation hydraulic engineering that utilizes, use soil. stone. materials such as cement, in seawater. places such as seashore limit, the reservoir 21. blowoff basins 22. water-filling ponds of forming 23, water-filling pond 23 has received tide. high sea. and the seawater that tsunami etc. go up enters reservoir 21 by pipeline, high water level in the reservoir 21, enter blowoff basin 22 after the pushing generator acting, when treating the seawater whereabouts of outside, enter marine by pipeline.
Description
Technical field
The present invention relates to a kind of seawater impoundment and generation hydraulic engineering that utilizes, can utilize tide. high sea. the seawater reservoir impoundment power generation that tsunami etc. go up, automatic water-storage when water rises, self-draining hydraulic engineering when water falls.
Background technology
Current hydroelectric generation is by the rainwater on the high mountain, the snow-broth reservoir impoundment power generation, and society is fast-developing, and increasing to the demand of the energy, present hydroelectric generation is not far satisfied demand, and thermal power generation is contaminated environment again.
Summary of the invention
The present invention is by building in the seawater or the reservoir on bank. blowoff basin. and the water-filling pond. delivery port is equipped with the water supply underground pipeline of valve. the draining underground pipeline. fly font delivery port etc. and form, the water-filling pond is that reservoir water supply utilizes by the water supply underground pipeline, exempted from the influence that the direct retaining of reservoir is just changed by the seawater of outside, the water-filling pond has received tide. high sea. and the seawater that tsunami etc. go up, enter reservoir by the water supply underground pipeline, water supply underground pipeline delivery port in the reservoir is equipped with valve, when having prevented that water level in the water-filling pond is lower than water level in the reservoir, water is back arranged, high water level in the reservoir by install generator fly the acting of font delivery port after, enter blowoff basin, exempted from directly to enter the marine seawater height variable effect that is subjected to, when treating the seawater whereabouts of outside, enter marine by the draining underground pipeline, the draining underground pipeline delivery port of blowoff basin outside is equipped with valve, enter blowoff basin when having prevented on the seawater, there is high water-filling pond in the water-filling pond. middle water-filling pond. and low water-filling pond, high entering according to water is as the criterion, low using according to generating electricity is as the criterion, in order that high low water stage can both be utilized, area is used for deciding according to actual making.
Description of drawings
Fig. 1 is a top view, 1 reservoir, and 2 blowoff basins, 3 water-filling ponds, Fig. 2 is a sectional view, 11 reservoirs, 12 blowoff basins, 13 water-filling ponds, 14 water supply underground pipelines, 15 draining underground pipelines, 16 valves, 17 fly the font delivery port.
Specific implementation method
The place, in the seashore limit or seawater that it is good that the flow of water goes up, material, soil. stone. cement etc., in the middle of reservoir is built in, blowoff basin is built the one side of reservoir in the face of seashore in, the one side of reservoir in the face of seawater built in the water-filling pond in, reservoir. the height of blowoff basin is according to not be as the criterion by outside seawater height variable effect, area is used for deciding according to actual making, area is excessive to can be a plurality of Xiao Chi that communicate, in order that it is windproof, be convenient to maintenance again, high water-filling pond will be built in the water-filling pond. middle water-filling pond. and low water-filling pond etc., high entering according to water is as the criterion, low using according to generating electricity is as the criterion, in order that high low water stage can both be utilized, the water supply underground pipeline is built the water-filling pond in. below the isolation dike between the reservoir, water inlet in the water-filling pond on one side, the delivery port of dress valve at reservoir on one side, the draining underground pipeline is built blowoff basin in. below the isolation dike between the seawater of outside, water inlet is in the blowoff basin one side, the delivery port of dress valve is outside in the seawater, reservoir. blowoff basin. the water-filling pond is built in the water, pipeline is contained in the b.s.l. water, build the bank in, and pipeline is built the underground of b.s.l. in, the installation of valve, valve is connected with the mouth of pipe with axle, and pipeline opening is excessive to be divided into a plurality of little delivery ports, flies font delivery port installation generator and uses, build reservoir in. on the isolation dike between the blowoff basin, reservoir will be installed gate on one side, just. size, and Anduo County to be used for deciding according to actual making less, can listen to the generating expertise, the many ground of lake water or water can utilize the wind power installation water lift to carry out reservoir impoundment power generation in conjunction with this law, and other are equipped with facility and will are used for deciding according to actual making.
Claims (1)
- A kind of tide that utilizes. high sea. the seawater impoundment and generation hydraulic engineering that tsunami etc. go up, current hydroelectric generation, be the rainwater that utilizes on the high mountain. the snow-broth reservoir impoundment power generation, limited energy, do not satisfy social demand, the present invention utilizes tide. high sea. and the seawater reservoir impoundment power generation that tsunami etc. go up, the energy is big, need not add any equipment, just can realize the water retaining of rising, the water draining that falls, the inner sealing formula hydraulic engineering that not influenced by the outside, it is characterized in that it is by the reservoir of isolating with the outside. blowoff basin. water-filling pond etc. is formed, reservoir is to be supplied water by the water supply underground pipeline by the water-filling pond that has received the rise seawater, exempted from the influence that the direct retaining of reservoir is just changed by the water level of outside, water supply underground pipeline delivery port in the reservoir is equipped with valve, water is back arranged when having prevented that water level in the water-filling pond is lower than water level in the reservoir, high water level in the reservoir by the dress generator fly font delivery port acting after, enter blowoff basin, when treating the seawater whereabouts of outside, enter in the seawater by the draining underground pipeline, the draining underground pipeline delivery port in the seawater is equipped with valve, when having prevented that seawater from going up, water enters blowoff basin, there is high water-filling pond in the water-filling pond. middle water-filling pond. and low water-filling pond, in order that can not intake the time, supplied water by middle water-filling pond in high water-filling pond, when middle water-filling pond can not intake, supplied water by low water-filling pond, high water-filling pond can enter according to water and be as the criterion, and low water-filling pond is used according to generating electricity and is as the criterion, area is used for deciding according to actual making, retaining when having realized that water rises, draining when water falls, high low water stage can both utilize 0
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009101583694A CN101591902A (en) | 2009-07-09 | 2009-07-09 | Seawater impoundment and generation hydraulic engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009101583694A CN101591902A (en) | 2009-07-09 | 2009-07-09 | Seawater impoundment and generation hydraulic engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101591902A true CN101591902A (en) | 2009-12-02 |
Family
ID=41406769
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2009101583694A Pending CN101591902A (en) | 2009-07-09 | 2009-07-09 | Seawater impoundment and generation hydraulic engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101591902A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767166A (en) * | 2011-05-06 | 2012-11-07 | 李汉石 | Tidal power generation system |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW500873B (en) * | 2000-11-10 | 2002-09-01 | Lung-Ping Huang | Marine energy power generating system using waves and tides |
| US20050012338A1 (en) * | 2003-07-14 | 2005-01-20 | A-Hsiang Chang | Tide and wave powered generation apparatus |
| CN201187391Y (en) * | 2008-04-10 | 2009-01-28 | 丁春生 | Sea water step ladder level power generation facilities |
-
2009
- 2009-07-09 CN CNA2009101583694A patent/CN101591902A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TW500873B (en) * | 2000-11-10 | 2002-09-01 | Lung-Ping Huang | Marine energy power generating system using waves and tides |
| US20050012338A1 (en) * | 2003-07-14 | 2005-01-20 | A-Hsiang Chang | Tide and wave powered generation apparatus |
| CN201187391Y (en) * | 2008-04-10 | 2009-01-28 | 丁春生 | Sea water step ladder level power generation facilities |
Non-Patent Citations (1)
| Title |
|---|
| 朱晓红: "海上潮汐发电", 《水利水电快报》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767166A (en) * | 2011-05-06 | 2012-11-07 | 李汉石 | Tidal power generation system |
| CN102767166B (en) * | 2011-05-06 | 2015-02-18 | 李汉石 | Tidal power generation system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6396162B1 (en) | Underground hydroelectric plant | |
| Gaius-obaseki | Hydropower opportunities in the water industry | |
| CN104696175A (en) | Low water head energy collecting device and method | |
| CN102900125B (en) | The method that seawater is drawn and conveying device | |
| US10514020B1 (en) | Integrated system for optimal continuous extraction of head-driven tidal energy with minimal or no adverse environmental effects | |
| CN101806050A (en) | Tube bundle-type natural water diversion device and water diversion method for generating electricity | |
| CN106523305A (en) | Gravity compressor engine | |
| CN101591902A (en) | Seawater impoundment and generation hydraulic engineering | |
| CN106381903A (en) | Automatic flow diverging system for groundwater recharging of well groups | |
| JP2018013069A (en) | Tide power generation system utilizing artificial pond/lake and natural bay or the like | |
| CN201614576U (en) | Natural water drawing device for pipe bundle electricity generation | |
| JP6675633B2 (en) | Power generator | |
| CN210315445U (en) | Urban pumped storage power station | |
| CN207905017U (en) | Intensive bridge pier type water intake pumping station | |
| CN202673599U (en) | Unpowered self-blowing water pressing pump | |
| US9541055B2 (en) | Water pressure power-generating system | |
| CN1789702A (en) | Electricity generating device by using seawater tide | |
| RU101461U1 (en) | HYDRAULIC POWER PLANT | |
| CN208533455U (en) | A kind of flood control tunnel | |
| CN106958236A (en) | A kind of power station ground power house tailrace outlet structure and its power station | |
| CN102234993A (en) | Unidirectional flow project for seawater in high-level downflow weirs | |
| AU2008249138B2 (en) | Super hydro power station | |
| CN104153961A (en) | Small water surface flow intercepting water press | |
| KR20220128734A (en) | Sea Hydro Pumping Power Plant | |
| JP2016065492A (en) | Micro hydraulic power generating system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C57 | Notification of unclear or unknown address | ||
| DD01 | Delivery of document by public notice |
Addressee: Jia Zhipei Document name: Notification of Passing Preliminary Examination of the Application for Invention |
|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20091202 |