CN202139576U - Water energy generating system - Google Patents
Water energy generating system Download PDFInfo
- Publication number
- CN202139576U CN202139576U CN201120158517U CN201120158517U CN202139576U CN 202139576 U CN202139576 U CN 202139576U CN 201120158517 U CN201120158517 U CN 201120158517U CN 201120158517 U CN201120158517 U CN 201120158517U CN 202139576 U CN202139576 U CN 202139576U
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- muscle
- aqueduct
- shell
- stirrup
- generating system
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- 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
Abstract
The utility model discloses a water energy generating system, which comprises a reservoir arranged above the water energy generating system, wherein water conveying pipelines are arranged on the lower portion of the reservoir and communicated with the lower portion of the reservoir, hydropower stations are arranged on the water conveying pipelines, generator impellers are arranged in the water conveying pipelines at different heights, and rotating shafts of the generator impellers are connected with generators of the hydropower stations. By means of the technical scheme, the water energy generating system has the advantages that potential energy of water is utilized through the water conveying pipelines, the water conveying pipelines are provided with the hydropower stations in multi-stage mode, and a generating unit can be driven to work as long as dozens of meters of water fall exists in the water conveying pipelines. The potential energy of the water can be utilized to generate electricity on the water conveying pipelines at different heights, thereby greatly improving utilization ratio of the water energy.
Description
Technical field
The utility model belongs to the hydroelectric generation field, relates to a kind of multi-stage hydroelectric generation system specifically.
Background technology
With regard to global at present generation mode, hydroelectric generation is a kind of best mode, and is promptly renewable, clean again, and generated energy is highly stable again, and low price, its safety is also better.At present lower to the utilization of water resource, majority does not obtain comprehensive utilization.
Utilize water for producing electric power at present, generally utilize water-energy generating electricity, depend merely on the generating of this kind method, its limitation is arranged, have a lot of hydraulic power potentialss not utilize, and let huge hydraulic power potentials disappear in the Nature by building reservoir.
Summary of the invention
The purpose of the utility model just is to overcome above-mentioned deficiency a kind of hydraulic power generating system is provided.
The purpose of the utility model can realize through following technical scheme:
A kind of hydraulic power generating system; Comprise the reservoir that is arranged on the top; The bottom of reservoir is provided with aqueduct, and aqueduct leads to the below of reservoir, and aqueduct is provided with the power station; In the aqueduct of Different Altitude, be provided with generator impeller, the rotating shaft of generator impeller links to each other with the generator in power station.
Above-mentioned hydraulic power generating system is parallel with backup line on the aqueduct at generator impeller place, and backup line is provided with service valve.
Above-mentioned hydraulic power generating system is provided with gate valve on the aqueduct of said generator impeller above and below.
Above-mentioned hydraulic power generating system, the irrigation that on aqueduct, also is provided with the strap brake valve is with pipe.
Above-mentioned hydraulic power generating system, said aqueduct are seamless reinforced concrete pipilines.
Above-mentioned hydraulic power generating system; Said aqueduct constitutes reinforced concrete pipiline by the concrete in reinforcing cage and the reinforcing cage; Reinforcing cage is disposed with outer shell muscle, topping from outside to inside and props up roller muscle, outer stirrup, longitudinal network muscle, interior shell and prop up roller muscle, interior shell flaccidity of tendon and muscle to fixing ribs and Nei Zhi shell muscle; An outer shell muscle, outer stirrup and Nei Zhi shell muscle all are to be arranged in the aqueduct at interval; An outer shell muscle, topping prop up roller muscle, outer stirrup, interior shell props up the roller muscle and Nei Zhi shell muscle welds successively; On the outer stirrup inwall at interval the longitudinal reinforcement of welding or colligation form the longitudinal network muscle, the reinforcing bar of welding or colligation props up the shell flaccidity of tendon and muscle to fixing ribs in forming at interval on the outer wall of interior shell muscle.
Above-mentioned hydraulic power generating system, aqueduct is located on the hardened layer.
Above-mentioned hydraulic power generating system; Said aqueduct constitutes reinforced concrete pipiline by the concrete in reinforcing cage and the reinforcing cage; Reinforcing cage is disposed with outer shell muscle, topping from outside to inside and props up roller muscle, outer stirrup, longitudinal network muscle, inside and outside connection horizontal bar, interior stirrup, interior longitudinal network muscle, inner protective layer and prop up roller muscle and Nei Zhi shell muscle; An outer shell muscle, outer stirrup, interior stirrup, interior longitudinal network muscle and Nei Zhi shell muscle all are to be arranged in the aqueduct at interval; An outer shell muscle, topping prop up roller muscle, outer stirrup, inside and outside connection horizontal bar, interior stirrup, inner protective layer props up the roller muscle and Nei Zhi shell muscle welds successively; On the outer stirrup inwall at interval the longitudinal reinforcement of welding or colligation form the longitudinal network muscle, longitudinal network muscle in the reinforcing bar of welding or colligation at interval forms at interval on the inwall of interior stirrup.
Above-mentioned hydraulic power generating system, aqueduct is located on the hardened layer.
If we can utilize pipeline and the supporting water-energy generating electricity that carries out of reservoir, water transfer, and utilize the spoil disposal row sand of flood and reservoir to carry out comprehensive utilizations such as stepped uninterruptable power generation.Will obtain extraordinary benefit and prospect.
Adopt technique scheme; The utility model has following advantage: owing to the potential energy that utilizes water through aqueduct; Many steps are provided with the power station on aqueduct; As long as water has tens meters drop just can take a generating set job in aqueduct, can on the aqueduct of Different Altitude, utilize the potential energy generating of water, significantly improved the utilization rate of water ability.And aqueduct employing reinforced concrete structure, maintenance cost is low, long service life.As long as the water source of drop is arranged, no matter be great river, great river or brook, all can build the utility model, be used for generating electricity.
As with the utility model to water-deficient area and city water transfer, can reduce cost in a large number, do not have pollution.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Fig. 2 is first kind of structural representation of the utility model aqueduct.
Fig. 3 is Fig. 2 stirrup structural representation.
Fig. 4 is second kind of structural representation in the utility model water delivery aviation management road.
The specific embodiment
A kind of hydraulic power generating system as shown in Figure 1 comprises the reservoir 1 that is arranged on the top, and the bottom of reservoir is provided with aqueduct 2; Aqueduct 2 leads to the below of reservoir, and aqueduct 2 is provided with the power station, in the aqueduct of Different Altitude, is provided with generator impeller 5,10; The rotating shaft of generator impeller links to each other with the generator in power station, is parallel with first backup line, 4, the first backup lines 4 on the aqueduct at first generator impeller, 5 places and is provided with first service valve 3; Be parallel with second backup line, 9, the second backup lines 9 on the aqueduct at second generator impeller, 10 places and be provided with second service valve 7, on first generator impeller, 5 above and below aqueducts, be provided with first gate valve 23,6; On second generator impeller, 10 above and below aqueducts, be provided with second gate valve 8,11; When a certain generating set goes wrong, open the service valve on the backup line, the gate valve of above and below, power station is closed; Convenient for maintaining; The irrigation that on aqueduct, also is provided with strap brake valve 13 is with pipe 12, according to the needs of current along the road agricultural, can be used for the farmland with the gate valve on the pipe and takes precautions against drought through opening to irrigate.Aqueduct is the seamless reinforced concrete pipiline of long distance, and reinforced concrete pipiline can be stood washing away for a long time of current.
As shown in Figures 2 and 3; Said aqueduct constitutes reinforced concrete pipiline by the concrete in reinforcing cage and the reinforcing cage; Reinforcing cage is disposed with outer shell muscle 14, topping from outside to inside and props up roller muscle 15, outer stirrup 16, longitudinal network muscle 17, interior shell and prop up roller muscle 18, interior shell flaccidity of tendon and muscle to fixing ribs 19 and Nei Zhi shell muscle 27; An outer shell muscle, outer stirrup and Nei Zhi shell muscle all are to be arranged in the aqueduct at interval; An outer shell muscle 14, topping prop up roller muscle 15, outer stirrup 16, interior shell props up roller muscle 18 and Nei Zhi shell muscle 27 welds successively; On the outer stirrup inwall at interval the longitudinal reinforcement of welding or colligation form the longitudinal network muscle, the reinforcing bar of welding or colligation props up the shell flaccidity of tendon and muscle to fixing ribs in forming at interval on the outer wall of interior shell muscle, the aqueduct of this structure can be stood washing away for a long time of current.Aqueduct is located on the hardened layer 26, and hardened layer also is the pipeline pedestal, is on the ground that designs, to perform hardened layer in advance, on hardened layer, places reinforcing cage again, and last cast-in-situ concrete, the effect of hardened layer are that aqueduct and ground are organically combined.
As shown in Figure 4; Said aqueduct constitutes reinforced concrete pipiline by the concrete in reinforcing cage and the reinforcing cage; Reinforcing cage is disposed with outer shell muscle 14, topping from outside to inside and props up roller muscle 15, outer stirrup 16, longitudinal network muscle 17, inside and outside connection horizontal bar 23, interior stirrup 20, interior longitudinal network muscle 25, inner protective layer and prop up roller muscle 24 and Nei Zhi shell muscle 27; An outer shell muscle 14, outer stirrup 16, interior stirrup 20, interior longitudinal network muscle 25 and Nei Zhi shell muscle 27 all are to be arranged in the aqueduct at interval; An outer shell muscle 14, topping prop up roller muscle 15, outer stirrup 16, inside and outside connection horizontal bar 23, interior stirrup 20, inner protective layer props up roller muscle 24 and Nei Zhi shell muscle 27 welds successively; On the outer stirrup inwall at interval the longitudinal reinforcement of welding or colligation form the longitudinal network muscle, longitudinal network muscle in the reinforcing bar of welding or colligation at interval forms at interval on the inwall of interior stirrup.The anti-scouring intensity of the aqueduct of this structure is high, is suitable for use in the big especially or king-sized place of pressure of drop.Aqueduct is located on the hardened layer 26, and hardened layer also is the pipeline pedestal, is on the ground that designs, to perform hardened layer in advance, on hardened layer, places reinforcing cage again, and last cast-in-situ concrete, the effect of hardened layer are that aqueduct and ground are organically combined.
The aqueduct of the utility model is the no seam reinforced concrete pipiline of long distance, and the stirrup of rebar cylinder mould that can welding is good is transported to the scene, weaves rebar cylinder mould at the scene, and the no seam reinforced concrete pipiline of long distance is processed in cast-in-situ concrete.
The utility model can be connected use with existing reservoir is supporting; Also can build barrage; The drop that forms downwards through pipeline; The generator impeller that the huge potential energy that water is produced in pipeline drives in the pipeline generates electricity, and remaining potential energy is added the potential energy that continues drop and driven next generating set generating again.
Claims (9)
1. hydraulic power generating system; Comprise the reservoir that is arranged on the top; The bottom of reservoir is provided with aqueduct, and aqueduct leads to the below of reservoir, and aqueduct is provided with the power station; It is characterized in that: in the aqueduct of Different Altitude, be provided with generator impeller, the rotating shaft of generator impeller links to each other with the generator in power station.
2. hydraulic power generating system according to claim 1 is characterized in that: be parallel with backup line on the aqueduct at generator impeller place, backup line is provided with service valve.
3. hydraulic power generating system according to claim 1 and 2 is characterized in that: be provided with gate valve on the aqueduct of said generator impeller above and below.
4. hydraulic power generating system according to claim 3 is characterized in that: the irrigation that on aqueduct, also is provided with the strap brake valve is with pipe.
5. hydraulic power generating system according to claim 4 is characterized in that: said aqueduct is seamless reinforced concrete pipiline.
6. hydraulic power generating system according to claim 5; It is characterized in that: said aqueduct constitutes reinforced concrete pipiline by the concrete in reinforcing cage and the reinforcing cage; Reinforcing cage is disposed with outer shell muscle, topping from outside to inside and props up roller muscle, outer stirrup, longitudinal network muscle, interior shell and prop up roller muscle, interior shell flaccidity of tendon and muscle to fixing ribs and Nei Zhi shell muscle; An outer shell muscle, outer stirrup and Nei Zhi shell muscle all are to be arranged in the aqueduct at interval; An outer shell muscle, topping prop up roller muscle, outer stirrup, interior shell props up the roller muscle and Nei Zhi shell muscle welds successively; On the outer stirrup inwall at interval the longitudinal reinforcement of welding or colligation form the longitudinal network muscle, the reinforcing bar of welding or colligation props up the shell flaccidity of tendon and muscle to fixing ribs in forming at interval on the outer wall of interior shell muscle.
7. hydraulic power generating system according to claim 6, it is characterized in that: aqueduct is located on the hardened layer.
8. hydraulic power generating system according to claim 5; It is characterized in that: said aqueduct constitutes reinforced concrete pipiline by the concrete in reinforcing cage and the reinforcing cage; Reinforcing cage is disposed with outer shell muscle, topping from outside to inside and props up roller muscle, outer stirrup, longitudinal network muscle, inside and outside connection horizontal bar, interior stirrup, interior longitudinal network muscle, inner protective layer and prop up roller muscle and Nei Zhi shell muscle; An outer shell muscle, outer stirrup, interior stirrup, interior longitudinal network muscle and Nei Zhi shell muscle all are to be arranged in the aqueduct at interval; An outer shell muscle, topping prop up roller muscle, outer stirrup, inside and outside connection horizontal bar, interior stirrup, inner protective layer props up the roller muscle and Nei Zhi shell muscle welds successively; On the outer stirrup inwall at interval the longitudinal reinforcement of welding or colligation form the longitudinal network muscle, longitudinal network muscle in the reinforcing bar of welding or colligation at interval forms at interval on the inwall of interior stirrup.
9. hydraulic power generating system according to claim 8, it is characterized in that: aqueduct is located on the hardened layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120158517U CN202139576U (en) | 2011-05-18 | 2011-05-18 | Water energy generating system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120158517U CN202139576U (en) | 2011-05-18 | 2011-05-18 | Water energy generating system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202139576U true CN202139576U (en) | 2012-02-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120158517U Expired - Fee Related CN202139576U (en) | 2011-05-18 | 2011-05-18 | Water energy generating system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202139576U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103291528A (en) * | 2013-06-21 | 2013-09-11 | 王月明 | Multi-stage power generation system using tail water of hydroelectric generation |
| CN105422372A (en) * | 2015-12-25 | 2016-03-23 | 朱安心 | Continuous unit hydroelectric generation system |
| CN105569912A (en) * | 2016-03-01 | 2016-05-11 | 朱安心 | Comprehensive hydraulic power generation system |
| CN107435612A (en) * | 2016-05-27 | 2017-12-05 | 黄国彰 | Hydroelectric power generation equipment |
| ES2689223R1 (en) * | 2016-10-03 | 2018-12-03 | Juan Carlos PASTOR CALABRIA | Artificial tree |
| CN116145627A (en) * | 2023-04-23 | 2023-05-23 | 四川水发勘测设计研究有限公司 | High-drop dual-channel energy dissipation system for long-distance water diversion project |
-
2011
- 2011-05-18 CN CN201120158517U patent/CN202139576U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103291528A (en) * | 2013-06-21 | 2013-09-11 | 王月明 | Multi-stage power generation system using tail water of hydroelectric generation |
| CN105422372A (en) * | 2015-12-25 | 2016-03-23 | 朱安心 | Continuous unit hydroelectric generation system |
| CN105569912A (en) * | 2016-03-01 | 2016-05-11 | 朱安心 | Comprehensive hydraulic power generation system |
| CN107435612A (en) * | 2016-05-27 | 2017-12-05 | 黄国彰 | Hydroelectric power generation equipment |
| ES2689223R1 (en) * | 2016-10-03 | 2018-12-03 | Juan Carlos PASTOR CALABRIA | Artificial tree |
| CN116145627A (en) * | 2023-04-23 | 2023-05-23 | 四川水发勘测设计研究有限公司 | High-drop dual-channel energy dissipation system for long-distance water diversion project |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120208 Termination date: 20140518 |