CN205638774U - Formula of damming hydroelectric generation device - Google Patents

Formula of damming hydroelectric generation device Download PDF

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Publication number
CN205638774U
CN205638774U CN201620205735.2U CN201620205735U CN205638774U CN 205638774 U CN205638774 U CN 205638774U CN 201620205735 U CN201620205735 U CN 201620205735U CN 205638774 U CN205638774 U CN 205638774U
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CN
China
Prior art keywords
spud pile
riverbed
rivers
baffle plate
baffle
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.)
Expired - Fee Related
Application number
CN201620205735.2U
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Chinese (zh)
Inventor
苗凤祥
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Individual
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Individual
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Publication date
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Priority to CN201620205735.2U priority Critical patent/CN205638774U/en
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Publication of CN205638774U publication Critical patent/CN205638774U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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  • Other Liquid Machine Or Engine Such As Wave Power Use (AREA)

Abstract

The utility model relates to a formula of damming hydroelectric generation device specifically is: in river transverse section's riverbed, put into a plurality of spud pile, the spud pile in the spud pile at both ends be connected with dykes and dams or side board, the spud pile in every two adjacent spud piles be connected with the baffle, baffle bottom insert in the riverbed, the baffle with spud pile and riverbed closely become an organic whole and cut rivers, the baffle seted up the delivery port, the delivery port flow one side at rivers and be equipped with sealed floodgate, sealed floodgate be connected with hydroelectric generator, when of the damming water level reaches the required reserve -water -level of design generated energy, open sealed floodgate, rivers are through strikeing hydroelectric generator electricity generation. The utility model discloses a carry out effectual interception with simple and easy baffle to the rivers rivers and promote, through the mode release water impact hydroelectric generator electricity generation that promotes the pressure boost to realized carrying out the high efficiency utilization of generating electricity to the rivers rivers.

Description

A kind of shutoff type hydroelectric installation
Technical field
This utility model relates to technical field of hydroelectric generation, is specifically related to a kind of shutoff type hydroelectric installation.
Background technology
Currently, hydroelectric mode relates generally to two big classes: a class is formula hydroelectric generation of building a dam, such as Yangtze River Gorges waterpower Electric station, Xiaolangdi water-power plant, the major drawbacks taking this mode to generate electricity is: put into big, long in time limit, cost Payoff period is long, and addressing is limited;Another kind of utilize exactly natural flows do not increase obstruction facility generating, the generating of this class is basic It is in the exploratory stage, owing to generating capacity is more weak, does not the most compare successful application case.
Summary of the invention
For the problem that above-mentioned prior art exists, this utility model is made that deep improvement, i.e. this utility model to solve Technical problem be to provide a kind of shutoff type hydroelectric installation, this device had both solved formula hydroelectric generation of building a dam and had put into big, work Phase length, the problem of period of cost recovery length, solve again the problem utilizing natural flows generating capacity more weak.
In order to solve above-mentioned technical problem, the technical solution of the utility model is: in the riverbed of river lateral cross section, put Entering several spud piles, in described spud pile, the spud pile at two ends is connected with dykes and dams or side board, described spud pile In the most adjacent two spud piles be connected with baffle plate, described baffle bottom inserts in riverbed, described baffle plate and described fixing Stake and riverbed closely became one and block current, and described baffle plate offers outlet, and described outlet flows out side at current Equipped with sealing lock, described sealing lock is connected with hydroelectric generator, when dammed water level reaches to design the water-retention needed for generated energy During water level, the sealing lock described in unlatching, current are generated electricity by the hydroelectric generator described in impact.
Further, described spud pile determines the height exceeding waterline according to the reservoir storage needed for generated energy.
Further, described baffle plate determines the height exceeding waterline according to the reservoir storage needed for generated energy.
Further, the outlet that described baffle plate is offered, its position determines after damming above downstream water bit line.
Further, described side board is connected with side spud pile.
Further, insert among riverbed bottom described side board.
Compared with prior art, this utility model have the advantages that this utility model by by simple baffle to river River stream effectively intercepts lifting, discharges water impact hydroelectric generator and generates electricity, thus realize by the way of promoting supercharging The high efficiency generating electricity river waterflow utilizes.
With detailed description of the invention, this utility model is described in further detail below in conjunction with the accompanying drawings.
Accompanying drawing explanation
Fig. 1 is the organigram of this utility model embodiment 1.
Fig. 2 is that the structure longitudinal section of this utility model baffle plate outlet current outflow side connection hydroelectric generator part shows It is intended to.
Fig. 3 is the organigram of this utility model embodiment 2.
Fig. 4 is the organigram of this utility model embodiment 3.
In figure: 1-dykes and dams, 2-baffle plate, 3-outlet, 4-spud pile, 5-waterline, 6-hydroelectric generator, 7-seals lock, 8-side board, 9-side spud pile.
Detailed description of the invention
This utility model detailed description of the invention lists 3 embodiments, optional one during enforcement.
Embodiment 1: as shown in accompanying drawing 1, accompanying drawing 2, a kind of shutoff type hydroelectric installation, in river lateral cross section In riverbed, inserting several spud piles 4, in several described spud piles 4, the spud pile 4 at two ends is connected with dykes and dams 1, In described spud pile 4, the most adjacent two spud piles 4 are connected with baffle plate 2, insert riverbed bottom described baffle plate 2, described Baffle plate 2 and described spud pile 4 closely became one with riverbed and block current, described baffle plate 2 offers outlet 3, Described outlet 3 is in current outflow side equipped with sealing lock 7, and described sealing lock 7 is connected with hydroelectric generator 6, when When dammed water level reaches to design the reserve-water-level needed for generated energy, the sealing lock 7 described in unlatching, current are by described in impact Hydroelectric generator 6 generates electricity.
In embodiment 1, described spud pile 4 determines the height exceeding waterline 5 according to the reservoir storage needed for generated energy.
In embodiment 1, described baffle plate determines the height exceeding waterline 5 according to the reservoir storage needed for generated energy.
In embodiment 1, the outlet 3 that described baffle plate is offered, its position determines above waterline 5.
Embodiment 2: as shown in accompanying drawing 2, accompanying drawing 3, a kind of shutoff type hydroelectric installation, in river lateral cross section In riverbed, inserting several spud piles 4, in described spud pile 4, the most adjacent two spud piles 4 are connected with baffle plate 2, institute Inserting riverbed bottom the baffle plate 2 stated, in described spud pile 4, the spud pile 4 of one end is connected with dykes and dams 1, and described is fixing In stake 4, the spud pile 4 of the other end is connected with side board 8, and described baffle plate 2 and described spud pile 4 are tight with riverbed Becaming one and block current, described baffle plate 2 offers outlet 3, and described outlet 3 flows out side equipped with close at current Envelope lock 7, described sealing lock 7 is connected with hydroelectric generator 6, when dammed water level reaches to design the water-retention needed for generated energy During water level, the sealing lock 7 described in unlatching, current are generated electricity by the hydroelectric generator 6 described in impact.
In embodiment 2, described spud pile 4 determines the height exceeding waterline 5 according to the reservoir storage needed for generated energy.
In embodiment 2, described baffle plate determines the height exceeding waterline 5 according to the reservoir storage needed for generated energy.
In embodiment 3, the outlet 3 that described baffle plate is offered, its position determines above waterline 5.
In embodiment 2, described side board 8 is connected with side spud pile 9.
In embodiment 2, bottom described side board 8, insert riverbed.
Embodiment 3: as shown in accompanying drawing 2, accompanying drawing 4, a kind of shutoff type hydroelectric installation, in river lateral cross section In riverbed, insert several spud piles 4, described spud pile 4 connects baffle plate 2 in the middle of the most adjacent two spud piles 4, described Baffle plate 2 bottom insert riverbed, in described spud pile 4, the spud pile 4 at two ends is connected with side board 8, described Baffle plate 2 and described spud pile 4 closely became one with riverbed and block current, and described baffle plate 2 offers outlet 3, institute The outlet 3 stated is in current outflow side equipped with sealing lock 7, and described sealing lock 7 is connected with hydroelectric generator 6, works as institute When the water level that dams reaches to design the reserve-water-level needed for generated energy, the sealing lock 7 described in unlatching, current are by the water described in impact Power generator 6 generates electricity.
In embodiment 3, described spud pile 4 determines the height exceeding waterline 5 according to the reservoir storage needed for generated energy.
In embodiment 3, described baffle plate determines the height exceeding waterline 5 according to the reservoir storage needed for generated energy.
In embodiment 3, the outlet 3 that described baffle plate is offered, its position determines above waterline 5.
In embodiment 3, described side board 8 is connected with side spud pile 9.
In embodiment 3, bottom described side board 8, insert riverbed.
The foregoing is only 3 preferred embodiments of the present utility model, all done according to this utility model claim Impartial change and modification, all should belong to covering scope of the present utility model.

Claims (6)

1. a shutoff type hydroelectric installation, it is characterised in that: in the riverbed of river lateral cross section, insert several and fix Stake, in described spud pile, the spud pile at two ends is connected with dykes and dams or side board, in described spud pile the most adjacent two Spud pile is connected with baffle plate, and described baffle bottom inserts in riverbed, and described baffle plate and described spud pile are tight with riverbed Becaming one and block current, described baffle plate offers outlet, described outlet current flow out side equipped with seal lock, Described sealing lock is connected with hydroelectric generator, when dammed water level reaches to design the reserve-water-level needed for generated energy, opens Described sealing lock, current are generated electricity by the hydroelectric generator described in impact.
A kind of shutoff type hydroelectric installation the most according to claim 1, it is characterised in that: described spud pile is according to sending out Reservoir storage needed for electricity determines the height exceeding waterline.
A kind of shutoff type hydroelectric installation the most according to claim 1, it is characterised in that: described baffle plate is according to generating Reservoir storage needed for amount determines the height exceeding waterline.
A kind of shutoff type hydroelectric installation the most according to claim 1, it is characterised in that: what described baffle plate was offered goes out The mouth of a river, its position determines after damming above downstream water bit line.
A kind of shutoff type hydroelectric installation the most according to claim 1, it is characterised in that: described side board and side Face spud pile is connected.
A kind of shutoff type hydroelectric installation the most according to claim 1, it is characterised in that: bottom described side board Insert riverbed.
CN201620205735.2U 2016-03-18 2016-03-18 Formula of damming hydroelectric generation device Expired - Fee Related CN205638774U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620205735.2U CN205638774U (en) 2016-03-18 2016-03-18 Formula of damming hydroelectric generation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620205735.2U CN205638774U (en) 2016-03-18 2016-03-18 Formula of damming hydroelectric generation device

Publications (1)

Publication Number Publication Date
CN205638774U true CN205638774U (en) 2016-10-12

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CN201620205735.2U Expired - Fee Related CN205638774U (en) 2016-03-18 2016-03-18 Formula of damming hydroelectric generation device

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106381848A (en) * 2016-11-01 2017-02-08 中国电建集团贵阳勘测设计研究院有限公司 Reinforced concrete pile slab dam and usage method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106381848A (en) * 2016-11-01 2017-02-08 中国电建集团贵阳勘测设计研究院有限公司 Reinforced concrete pile slab dam and usage method

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161012

Termination date: 20180318