CN104234017A - Hydroelectric power station - Google Patents
Hydroelectric power station Download PDFInfo
- Publication number
- CN104234017A CN104234017A CN201410433445.9A CN201410433445A CN104234017A CN 104234017 A CN104234017 A CN 104234017A CN 201410433445 A CN201410433445 A CN 201410433445A CN 104234017 A CN104234017 A CN 104234017A
- Authority
- CN
- China
- Prior art keywords
- water
- river
- collecting tube
- energy collecting
- power plant
- 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
-
- 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 provides a hydroelectric power station and belongs to the technical field of hydroelectric power facilities. The hydroelectric power station comprises a retaining dam, a hydraulic turbine generator and an energy concentration device, wherein the retaining dam is constructed on an upstream river and is used for intercepting and lifting the upstream river; the hydraulic turbine generator is mounted at the downstream; the energy concentration device is used for leading water of the upstream river, which is intercepted by the retaining dam, to the hydraulic turbine generator so that the hydraulic turbine generator generates power; a water outlet of the hydraulic turbine generator is communicated with the upstream river. The hydroelectric power station is characterized in that the energy concentration device is an energy collection pipe; one end of the energy collection pipe is connected and communicated with a water inlet of the retaining dam, and the other end of the energy collection pipe is connected with the hydraulic turbine generator. The hydroelectric power station has good landform adaptability and does not damage farmlands, mountain forests and villages and towns; the hydroelectric power station is suitable for natural river systems with great falls, is low in construction cost and can meet the requirements of nearby grid-connected generation; the investment and the resources can be saved; the energy collection pipe tends to be maintenance-free, and the good economical and cheap effects are reflected.
Description
Technical field
The invention belongs to hydroelectric facilities technical field, be specifically related to a kind of water-power plant.
Background technology
As known, hydroelectric general principle utilizes the height of water, and hydrous water turbine generator produces electric power, namely utilizes the potential energy of water to be converted to the mechanical energy of the hydraulic turbine, then with mechanical energy pushing generator, obtains electric power.Known hydroelectric generation is that addressing is built a dam on rivers and lakes, blocks water and forms huge reservoir and use and flood, energy accumulation, at the bottom of dam (custom claims downstream) turbine-generator units is installed.Usually, water level often improves 10m, just can increase 1kg/cm
2hydraulic pressure.It can thus be appreciated that the larger and dykes and dams of reservoir are higher, and namely water level is higher, and the installed capacity of hydrogenerator is just larger, it is manage based on this that the Reservoir height of dam of China's pipe of reinforced concrete at Three Gorges Power Station reaches 200 meters.
Although large and medium-sized water-power plant can meet the need for electricity of all trades and professions, but sacrifice farmland, mountain forest and even village and cities and towns in view of the large and medium-sized hydroelectric generation standing-meeting of construction and need immigrant, especially the safety taking into account downstream is also needed, making provision against emergencies breaches a dyke causes disaster to downstream, thus resembles the Yellow River of China, the quantity of the water-power plant of the Yangtze river basin can only be very few several.
As everyone knows, the water-power plant building scale level, except preceding factors, also has large, that fastidious and construction period is long etc. to the topography and geomorphology shortcoming of investment.However, with regard to China's present case, the utilization rate of hydroelectric generation to water resource is only about 20%, still has the waterpower resourses of 80% not yet to obtain due utilization.In addition, the developed areas such as in Beijing, Tianjin, Shanghai, the Yangtze River Delta and Zhujiang River triangle are mainly concentrated in China's electricity consumption area in short supply, and the abundant area of electric power resource is in western part, thus define the general layout of west-to-east power transmission for a long time.Although west-to-east power transmission can alleviate the severe power shortage phenomenon of developed area, but due to need to build super-pressure and for remote power transformating and supplying facility, cost of investment is high and large in the line electricity damage of power transmission and transformation process kind on the one hand, cause on the other hand the serious waste of resource, then the circuit of power supply department on the one hand manages and protects that cost is high and to drop into manpower many.
In view of above-mentioned condition, be necessary the hydroelectric generation pattern being explored economy and cheapness, the applicant has carried out long-term concern and design for this reason, finally defines technical scheme described below.
Summary of the invention
Task of the present invention be to provide a kind of contribute to significantly promoting using the good compliance of topography and geomorphology avoid undermining farmland mountain forest and avoid affect cities and towns, village, be conducive to significantly reducing construction cost and meet the cost and economize on resources, be of value to significantly reducing and build and maintenance cost and use the cheapness water-power plant embodying economy of reducing investment outlay with the grid-connected requirement of electrical network nearby and using.
Task of the present invention has been come like this, a kind of water-power plant, comprise be implemented on river, upstream for tackling and raising the check dam of the water level in river, upstream, one hydrogenerator and concentration of energy device hydrogenerator being generated electricity for the water in river, the upstream of being tackled by check dam is caused hydrogenerator being arranged on downstream, wherein: the delivery port of hydrogenerator communicates with downstream river, be characterised in that: described concentration of energy device is an energy collecting tube, one end of this energy collecting tube is connected with the water inlet of check dam and communicates, and the other end of energy collecting tube is connected with described hydrogenerator.
In a specific embodiment of the present invention, described river, upstream is natural river.
In another specific embodiment of the present invention, be provided with floating thing trashrack for tackling floating thing at described checkdam towards the side in river, described upstream and corresponding to the position of described water inlet.
In another specific embodiment of the present invention, on described check dam and corresponding to position between described water inlet and described energy collecting tube, be provided with gate.
In another specific embodiment of the present invention, the position between described delivery port and described downstream river is being provided with Ji Shachi.
Also have in a specific embodiment of the present invention, described energy collecting tube is provided with stack, and the upper end of this stack exceeds the horizontal plane in river, described upstream.
More of the present invention and in a specific embodiment, described energy collecting tube is straight tube or the bend pipe being configured with crest and trough.
In an of the present invention and then specific embodiment, described energy collecting tube is concrete reinforced pipe or prefabricated metal pipe.
Of the present invention again more and in a specific embodiment, when described energy collecting tube is straight tube, the gradient is >=0.5%; And when energy collecting tube is the bend pipe with crest and trough, the maximum height difference distance between crest and described water inlet is≤8 meters.
In an again of the present invention and then specific embodiment, on described energy collecting tube and along the length direction of energy collecting tube, space state is provided with stretching device.
Technical scheme provided by the invention, owing to have employed the concentration of energy device taken on by energy collecting tube between the check dam that builds on river, upstream and the hydrogenerator being arranged on downstream river place, thus there is following strong point: one, good and farmland mountain forest and cities and towns, village can not be undermined to topography and geomorphology compliance; Its two, be applicable to the natural river water system with larger drop; Its three, construction cost is low and can meet requirement of generating electricity by way of merging two or more grid systems nearby; Its four, can investment reduction with economize on resources; Its five, because energy collecting tube 4 is tending towards non-maintaining, thus can embody good relatively cheap effect.
Accompanying drawing explanation
Fig. 1 is first embodiment of the present invention schematic diagram.
Fig. 2 is second embodiment of the present invention schematic diagram.
Fig. 3 is third embodiment of the present invention schematic diagram.
Detailed description of the invention
Embodiment 1:
Refer to Fig. 1, give one be implemented on river, upstream 1 for tackling and raising the water level in river, upstream 1 and the function not affecting the check dam 2(check dam 2 of shipping is to flood and makes energy collecting tube 4 obtain water, but shipping is unaffected), hydrogenerator 3 and concentration of energy device hydrogenerator 3 being generated electricity for the water in river, the upstream of being tackled by check dam 21 is caused hydrogenerator 3 being arranged on downstream, wherein: the delivery port 31 of hydrogenerator 3 communicates with downstream river 5.
Technical essential as technical scheme provided by the invention: aforesaid concentration of energy device is an energy collecting tube 4, and one end of this energy collecting tube 4 is connected with the water inlet 21 of check dam 2 and communicates, and the other end of energy collecting tube 4 is connected with aforementioned hydrogenerator 3.
River, above mentioned upstream 1 is natural river.Preferably, floating thing trashrack 22 for tackling floating thing is provided with at checkdam 2 towards the side in river, aforementioned upstream 1 and corresponding to the position of aforementioned water inlet 21.
Gate 23 is being provided with on aforesaid check dam 2 and corresponding to position between aforementioned water inlet 21 and aforementioned energy collecting tube 4.Can easily to energy collecting tube 4 inspection after closed shutter 23.
In the present embodiment, aforesaid energy collecting tube 4 is straight tube, and preferably adopt concrete reinforced pipe, energy collecting tube 4 is obliquely installed to the direction of hydrogenerator 3 from check dam 2, and the gradient of energy collecting tube equals depth displacement and is multiplied by 100% again divided by horizontal range for the >=0.5%(gradient).
Because aforesaid hydrogenerator 3 belongs to known technology, thus applicant repeats no more.In addition, because the diameter of aforesaid energy collecting tube 4 and the installed capacity of length and hydrogenerator 3 and river, upstream 1 exist causality with the water-head between downstream river 5, thus do not need in the present embodiment to be particularly limited the diameter of energy collecting tube 4 and length.
As preferred scheme, also can arrange stretching device at the length direction of aforementioned energy collecting tube 4 with space state, this stretching device is expansion gap device, meets the climate change compliance requirement of expanding with heat and contract with cold to make energy collecting tube 4.
When generating electricity, starting gate 23, the water in river, upstream 1 enters energy collecting tube 4 from water inlet 21, orders about hydroelectric generator 3 work by energy collecting tube 4, and hydroelectric generator 3 is generated electricity.
Embodiment 2:
Refer to Fig. 2, be provided with and collect husky pond 311 corresponding to position between aforementioned delivery port 31 and aforesaid downstream river 5, energy collecting tube 4 adopts prefabricated metal tube.All the other are all with the description to embodiment 1.
Embodiment 3:
Energy collecting tube 4 is provided with stack 41, and the upper end of this stack 41 exceeds the horizontal plane in river, aforementioned upstream 1.In the present embodiment, energy collecting tube 4 is for having the bend pipe of crest and trough, and the maximum height difference distance between crest and aforementioned water inlet 21 is≤8 meters.The energy collecting tube 4 of this structure can nimbly elude obstruction as building, etc.All the other are all with the description to embodiment 1.
In sum, technical scheme provided by the invention overcomes the shortcoming in prior art, completes invention task, and repeatedly deduces by means of computer through the applicant, test and can embody the technique effect in superincumbent technique effect hurdle objectively.
Claims (10)
1.
a kind of water-power plant, comprise be implemented on river, upstream (1) for tackling and raising the check dam (2) of the water level in river, upstream (1), one hydrogenerator (3) and being arranged on downstream makes for the water in the river, upstream tackled by check dam (2) (1) is caused hydrogenerator (3) the concentration of energy device that hydrogenerator (3) generates electricity, wherein: the delivery port (31) of hydrogenerator (3) communicates with downstream river (5), it is characterized in that: described concentration of energy device is an energy collecting tube (4), one end of this energy collecting tube (4) is connected with the water inlet (21) of check dam (2) and communicates, and the other end of energy collecting tube (4) is connected with described hydrogenerator (3).
2.
water-power plant according to claim 1, is characterized in that described river, upstream (1) is natural river.
3.
water-power plant according to claim 1, is characterized in that being provided with floating thing trashrack (22) for tackling floating thing at described checkdam (2) towards the side in river, described upstream (1) and corresponding to the position of described water inlet (21).
4.
water-power plant according to claim 1, is characterized in that going up at described check dam (2) and the position between described water inlet (21) and described energy collecting tube (4) being provided with gate (23).
5.
water-power plant according to claim 1, is characterized in that the position between described delivery port (31) and described downstream river (5) is being provided with Ji Shachi (311).
6.
water-power plant according to claim 1, it is characterized in that being provided with stack (41) on described energy collecting tube (4), the upper end of this stack (41) exceeds the horizontal plane in river, described upstream 1.
7.
water-power plant according to claim 1, is characterized in that described energy collecting tube (4) is for straight tube or the bend pipe being configured with crest and trough.
8.
water-power plant according to claim 7, is characterized in that described energy collecting tube (4) is for concrete reinforced pipe or prefabricated metal pipe.
9.
water-power plant according to claim 6, is characterized in that when described energy collecting tube (4) for gradient during straight tube is>=0.5%; And when energy collecting tube (4) is for having the bend pipe of crest and trough, the maximum height difference distance between crest and described water inlet (21) is≤8 meters.
10.
water-power plant according to the arbitrary claim of claim 1 or 4 or 6 to 9, is characterized in that upper at described energy collecting tube (4) and along energy collecting tube (4) length direction is provided with stretching device with space state.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410433445.9A CN104234017A (en) | 2014-08-29 | 2014-08-29 | Hydroelectric power station |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410433445.9A CN104234017A (en) | 2014-08-29 | 2014-08-29 | Hydroelectric power station |
Publications (1)
Publication Number | Publication Date |
---|---|
CN104234017A true CN104234017A (en) | 2014-12-24 |
Family
ID=52222851
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201410433445.9A Pending CN104234017A (en) | 2014-08-29 | 2014-08-29 | Hydroelectric power station |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104234017A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2588165C1 (en) * | 2015-01-13 | 2016-06-27 | Михаил Николаевич Кондратьев | River hydropower plant |
CN105863932A (en) * | 2016-04-21 | 2016-08-17 | 姜守强 | New energy pipeline type hydropower station |
CN106013012A (en) * | 2016-05-28 | 2016-10-12 | 吴拥军 | Low dam hydroelectric technology |
CN107435612A (en) * | 2016-05-27 | 2017-12-05 | 黄国彰 | Hydroelectric power generation equipment |
CN114738164A (en) * | 2021-01-08 | 2022-07-12 | 陈纯辉 | Mutual support system for green energy power generation |
Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN86105027A (en) * | 1986-08-12 | 1987-04-22 | 王济堂 | Drift tube type hydroelectric boat and submarine |
JPH09137437A (en) * | 1995-11-09 | 1997-05-27 | Tatsuyoshi Kohara | Hydraulic power plant |
UA61220A (en) * | 2002-09-05 | 2003-11-17 | Oleksandr Arkadiiovyc Verkhman | Hydro-energy complex for mountain regions |
CN101260660A (en) * | 2008-04-22 | 2008-09-10 | 宫锡和 | Tandem type water power station |
CN101397779A (en) * | 2008-11-06 | 2009-04-01 | 冯永鸿 | Power generation method with long distance separated dam body and power station and power generation system thereof |
CN201358449Y (en) * | 2009-02-24 | 2009-12-09 | 林学成 | Circulating tube type hydropower station |
CN101666079A (en) * | 2008-08-28 | 2010-03-10 | 欧开亿 | Channel hydraulic power cluster type power station |
RU2431015C1 (en) * | 2010-02-19 | 2011-10-10 | Федеральное Государственное Учреждение "Центр Лабораторного Анализа И Технических Измерений По Сибирскому Федеральному Округу" | Diversion well hydraulic power plant |
CN204039997U (en) * | 2014-08-29 | 2014-12-24 | 薛士成 | Water-power plant |
-
2014
- 2014-08-29 CN CN201410433445.9A patent/CN104234017A/en active Pending
Patent Citations (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN86105027A (en) * | 1986-08-12 | 1987-04-22 | 王济堂 | Drift tube type hydroelectric boat and submarine |
JPH09137437A (en) * | 1995-11-09 | 1997-05-27 | Tatsuyoshi Kohara | Hydraulic power plant |
UA61220A (en) * | 2002-09-05 | 2003-11-17 | Oleksandr Arkadiiovyc Verkhman | Hydro-energy complex for mountain regions |
CN101260660A (en) * | 2008-04-22 | 2008-09-10 | 宫锡和 | Tandem type water power station |
CN101666079A (en) * | 2008-08-28 | 2010-03-10 | 欧开亿 | Channel hydraulic power cluster type power station |
CN101397779A (en) * | 2008-11-06 | 2009-04-01 | 冯永鸿 | Power generation method with long distance separated dam body and power station and power generation system thereof |
CN201358449Y (en) * | 2009-02-24 | 2009-12-09 | 林学成 | Circulating tube type hydropower station |
RU2431015C1 (en) * | 2010-02-19 | 2011-10-10 | Федеральное Государственное Учреждение "Центр Лабораторного Анализа И Технических Измерений По Сибирскому Федеральному Округу" | Diversion well hydraulic power plant |
CN204039997U (en) * | 2014-08-29 | 2014-12-24 | 薛士成 | Water-power plant |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU2588165C1 (en) * | 2015-01-13 | 2016-06-27 | Михаил Николаевич Кондратьев | River hydropower plant |
CN105863932A (en) * | 2016-04-21 | 2016-08-17 | 姜守强 | New energy pipeline type hydropower station |
CN107435612A (en) * | 2016-05-27 | 2017-12-05 | 黄国彰 | Hydroelectric power generation equipment |
CN106013012A (en) * | 2016-05-28 | 2016-10-12 | 吴拥军 | Low dam hydroelectric technology |
CN114738164A (en) * | 2021-01-08 | 2022-07-12 | 陈纯辉 | Mutual support system for green energy power generation |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101649813B (en) | Integrated system for generating electricity by current, sea wave as well as tide kinetic energy and wind and solar energy | |
Katsaprakakis et al. | Seawater pumped storage systems and offshore wind parks in islands with low onshore wind potential. A fundamental case study | |
CN104234017A (en) | Hydroelectric power station | |
Hunt et al. | Dams with head increaser effect: Harnessing potential and kinetic power from rivers with large head and flow variation | |
CN204039997U (en) | Water-power plant | |
CN204825816U (en) | Multistage hydropower station | |
CN201739070U (en) | Water flow generating set | |
CN104099909B (en) | Based on the flood discharge generating sync energy dissipater of flood-discharge tunnel | |
CN208686517U (en) | Multistage hydroelectric generating system in a kind of diversion works | |
CN204401553U (en) | Two contraction radio frequency channel generation breakwater | |
CN104653388A (en) | Floating waterwheel generating device | |
Da Silva et al. | Case study: Hydroelectric generation employing the water distribution network in Pato Branco, Brazil | |
CN103147427A (en) | Novel highland and high mountain dam-free and reservoir-free gravitational pipeline flow water diversion power generation and water utilization scheme | |
CN204961149U (en) | Make full use of water resource improves hydroelectric power generation system of generating capacity | |
CN201614576U (en) | Natural water drawing device for pipe bundle electricity generation | |
CN105332358B (en) | Double contraction radio frequency channel generation breakwaters | |
CN104653389A (en) | Hydroelectric generator set without water turbine | |
CN204662385U (en) | Ecological flow control structure of power station water-reducing river reach | |
Kubiak-Wójcicka et al. | Exploitation of Rivers in Poland for Electricity Production–Current Condition and Perspectives for Development | |
RU127827U1 (en) | HYDRO POWER PLANT | |
Ioan et al. | approach channel modelling with advanced hydroinformatic tool, case study: small hydro power plant Huta Certeze, Romania | |
CN219011141U (en) | Dual-power tunnel hydroelectric generation structure in water-rich area | |
CN106930891B (en) | A kind of more combination box slidingtype hydroelectric installations | |
CN206986862U (en) | Hydroelectric engineering pipeline under pressure hole group arrangement structure | |
CN204357625U (en) | A kind of water generating equipment |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
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: 20141224 |