CN107338773A - Compound water flowing out structure for Hydraulic and Hydro-Power Engineering - Google Patents
Compound water flowing out structure for Hydraulic and Hydro-Power Engineering Download PDFInfo
- Publication number
- CN107338773A CN107338773A CN201710763434.0A CN201710763434A CN107338773A CN 107338773 A CN107338773 A CN 107338773A CN 201710763434 A CN201710763434 A CN 201710763434A CN 107338773 A CN107338773 A CN 107338773A
- Authority
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- China
- Prior art keywords
- flowing out
- out structure
- water flowing
- hydraulic
- hydro
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- 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.)
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 112
- 150000001875 compounds Chemical class 0.000 title claims abstract description 32
- 230000007704 transition Effects 0.000 claims description 17
- 238000010276 construction Methods 0.000 abstract description 12
- 238000009412 basement excavation Methods 0.000 abstract description 6
- 238000005516 engineering process Methods 0.000 abstract description 3
- 230000005611 electricity Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000007599 discharging Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B8/00—Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
- E02B8/06—Spillways; Devices for dissipation of energy, e.g. for reducing eddies also for lock or dry-dock gates
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
- E02B9/02—Water-ways
-
- 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
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a kind of compound water flowing out structure, especially discloses a kind of compound water flowing out structure for Hydraulic and Hydro-Power Engineering, belongs to Hydraulic and Hydro-Power Engineering Building Design building technology field.A kind of excavation project that can effectively reduce construction of hydropower plant is provided, reduces the compound water flowing out structure for Hydraulic and Hydro-Power Engineering of up-front investment cost.Described compound water flowing out structure includes drain measure tunnel, and described compound water flowing out structure also includes Tail water reuse system, and the water side of the Tail water reuse system connects with the drain measure tunnel described in that part after power plant building.
Description
Technical field
The present invention relates to a kind of compound water flowing out structure, more particularly, to a kind of compound water outlet knot for Hydraulic and Hydro-Power Engineering
Structure, belong to Hydraulic and Hydro-Power Engineering Building Design building technology field.
Background technology
To meet the construction diversion requirement during construction of hydropower plant, plant area's Tail water reuse of generating stone factory building during operation
Deng needs, the hydraulic structures such as diversion tunnel, tailwater channel need to be arranged.Influenceed by service life, functional requirement, structure type etc., one
As in the case of both the above hydraulic structure be individually to arrange so that need work-yard it is big, excavation, supporting, lining cutting
Quantities dramatically increase, its result is that engineering cost at initial stage significantly raises, and does not consider the combination of diversion tunnel and tailwater channel
Arrange, be used in combination.
The content of the invention
The technical problems to be solved by the invention are：A kind of excavation work that can effectively reduce construction of hydropower plant is provided
Journey, reduce the compound water flowing out structure for Hydraulic and Hydro-Power Engineering of up-front investment cost.
Technical scheme is used by solve above-mentioned technical problem：A kind of compound water outlet knot for Hydraulic and Hydro-Power Engineering
Structure, including drain measure tunnel, described compound water flowing out structure also include Tail water reuse system, and the Tail water reuse system goes out
Water end (W.E.) connects with the drain measure tunnel described in that part after power plant building.
The beneficial effects of the invention are as follows：The application passes through that after the water side and power plant building by Tail water reuse system
A part of drain measure tunnel connection.So as to realize that part after the water side of Tail water reuse system and power plant building is led
Flow the common function of water discharge tunnel, reach avoid the water side for Tail water reuse system from individually excavating, supporting and lining cutting basis
Purpose, and then the foundation excavation amount of construction of hydropower plant can be largely reduced, the up-front investment of engineering construction is reduced, realization is led
Purpose is arranged and is used in combination in the combination of stream hole and tailwater channel.At the same time it can also make, whole engineering layout is compacter, it is tight to take
Scarce land resource is less.
It is further that described compound water flowing out structure also includes transition passage, the water side of the Tail water reuse system
Connected by described transition passage with that part after the power plant building of the drain measure tunnel.
Such scheme it is preferable that, described Tail water reuse system includes more suitable with generating set quantity of quantity
Bar Tail water reuse canal, the quantity of the transition passage is suitable with the quantity of the Tail water reuse canal, each Tail water reuse
The water side of canal is connected by that part after the power plant building of corresponding transition passage and the drain measure tunnel respectively
It is logical.
It is further, described in the longitudinal center line of Tail water reuse canal described in each bar and that part after power plant building
The angle of the longitudinal center line of drain measure tunnel is between 85 °~95 °.
It is further that the elevation of the bottom plate of the drain measure tunnel described in that part after power plant building is less than institute
State the elevation of the baseplane of the water side of transition passage.
It is further that described Tail water reuse system includes the quantity a plurality of Tail water reuse suitable with generating set quantity
Canal, the baseplane of the posterior segment of each Tail water reuse canal gradually rise along water (flow) direction elevation.
It is further that described compound water flowing out structure also includes later stage occluding body, that part before power plant building
Described drain measure tunnel is blocked by described later stage occluding body after water conservancy diversion terminates.
Brief description of the drawings
Fig. 1 is the horizontal layout schematic diagram for the compound water flowing out structure that the present invention is used for Hydraulic and Hydro-Power Engineering；
Fig. 2 is Fig. 1 A-A schematic cross-sectional views.
In figure mark for：Drain measure tunnel 1, Tail water reuse system 2, water side 3, transition passage 4, Tail water reuse canal 5,
Bottom plate 6, baseplane 7, later stage occluding body 8.
Embodiment
It is a kind of excavation project that can effectively reduce construction of hydropower plant provided by the invention as shown in Figure 1 and Figure 2, drop
The compound water flowing out structure for Hydraulic and Hydro-Power Engineering of low up-front investment cost.Described compound water flowing out structure includes drain measure
Tunnel 1, described compound water flowing out structure also include Tail water reuse system 2, and the water side 3 of the Tail water reuse system 2 is with generating electricity
The drain measure tunnel 1 described in that part after factory building connects.The application by by the water side of Tail water reuse system 2 with
That a part of drain measure tunnel 1 after power plant building connects.So as to realize the water side 3 of Tail water reuse system 2 with generating electricity
The common function of that a part of drain measure tunnel 1 after factory building, reach avoid it is single for the water side 3 of Tail water reuse system 2
Solely excavate, the purpose that supporting and lining cutting are basic, and then can largely reduce the foundation excavation amount of construction of hydropower plant, reduce work
Cheng Jianshe up-front investment, realize the combination arrangement of diversion tunnel and tailwater channel and purpose is used in combination.It is whole at the same time it can also make
Engineering layout is compacter, it is less to take land resource in short supply.
In above-mentioned embodiment, for the ease of that a part of institute after described Tail water reuse system 2 and power plant building
Connection between the drain measure tunnel 1 stated, compound water flowing out structure described herein also include transition passage 4, the tail water
The water side 3 of exhaust system 2 passes through that after the power plant building of described transition passage and the 4 drain measure tunnels 1
Part connects.Generally all include the quantity a plurality of tail water suitable with generating set quantity in conjunction with described Tail water reuse system 2
The characteristics of discharging canal 5, the quantity for the transition passage 4 that the application is set is suitable with the quantity of the Tail water reuse canal 5, this
Sample, can be so that the water side of each Tail water reuse canal 5 passes through corresponding transition passage 4 and the drain measure respectively
That part connection after the power plant building of tunnel 1.Meanwhile pouring in down a chimney in order to avoid tail water, generally by after power plant building
That part described in drain measure tunnel 1 bottom plate 6 elevation be positioned below the transition passage 4 water side bottom
The elevation of plane 7, and the baseplane 7 of the posterior segment of each Tail water reuse canal 5 is gradually risen along water (flow) direction elevation
It is high.
The characteristics of in conjunction with drain measure tunnel 1 and the entirely different service life of Tail water reuse system 2, i.e. drain measure
Tunnel 1 is typically used to the water above cofferdam exporting to downstream in the process of construction of engineering, and Tail water reuse system 2 is in work
When being generated electricity after the completion of Cheng Jianshe, for discharging the tail water of generating set.Therefore, compound water flowing out structure described herein also includes
Later stage occluding body 8, the drain measure tunnel 1 described in that part before power plant building are existed by described later stage occluding body 8
Water conservancy diversion blocks after terminating.So, by the closure of later stage occluding body 8, can make described in that part after power plant building
Drain measure tunnel 1 forms one with transition passage 4 and Tail water reuse canal 5 and completely applies structure, ensures the unobstructed of draining.Enter
One step, according to the layout feature of the various buildings of engineering site, the longitudinal center line of Tail water reuse canal 5 and generating described in each bar
The angle of the longitudinal center line of that a part of drain measure tunnel 1 after factory building is between 85~95 °.Certainly, if
It can also be any other number of degrees between 0~180 ° to need described angle, and it arranges that quantities is most according to so that scene is convenient
It is defined less.
In summary, after using the compound water flowing out structure of the application offer, when building, the diversion tunnel can be faced
When building, tailwater channel is permanent building, to adapt to the needs of engineering construction；And when setting, the diversion tunnel tract
When being combined with tailwater channel, the structure design of bound fraction uses permanent building design standard；When in use, described diversion tunnel
In construction time excessively stream, the passage between factory building tailwater channel and diversion tunnel retains, and factory building tailwater channel is got through after diversion tunnel closure
Passage between diversion tunnel；Finally, after whole engineering construction completion, after the closure of described diversion tunnel, factory building tail water is direct
Diversion tunnel tract is discharged into, directly using letting out factory building generating water under existing diversion tunnel；Described factory building tailwater channel outlet compared with
Diversion tunnel tract is high so that tailwater channel outlet is less prone to Yong Shui phenomenons；And tailwater channel has certain distance, water away from underwater bed
Stream is smaller by downstream stage backwater effect, and flow-shape is more smooth；Described factory building tailwater channel exit flow rate of water flow is larger,
The diversion tunnel tract being mutually connected therewith is not easy shoal materials.
The above-mentioned compound water flowing out structure of the present invention also has following beneficial effect to be：I.e. with generally meeting diversion tunnel respectively
With the use function of tailwater channel, above hydraulic structure is provided separately, and quantities is larger, and investment is also big, the machinery that uses, field
Ground, artificial etc. also increase.Diversion tunnel and tailwater channel are combined arrangement, not only meet more than building construction time, runtime not
Same service requirement, the advantages of characteristics of compact layout, quantities are small, the duration is saved is also equipped with, is worth similar projects to be used for reference.
Claims (7)
1. a kind of compound water flowing out structure for Hydraulic and Hydro-Power Engineering, including drain measure tunnel (1), it is characterised in that：It is described
Compound water flowing out structure also include Tail water reuse system (2), the water side (3) and power plant building of the Tail water reuse system (2)
Drain measure tunnel (1) connection described in that part afterwards.
2. the compound water flowing out structure according to claim 1 for Hydraulic and Hydro-Power Engineering, it is characterised in that：Described is compound
Water flowing out structure also includes transition passage (4), and the water side (3) of the Tail water reuse system (2) passes through described transition passage (4)
Connected with that part after the power plant building of the drain measure tunnel (1).
3. the compound water flowing out structure according to claim 2 for Hydraulic and Hydro-Power Engineering, it is characterised in that：Described tail water
Exhaust system (2) includes the quantity a plurality of Tail water reuse canal (5) suitable with generating set quantity, the number of the transition passage (4)
Amount is suitable with the quantity of the Tail water reuse canal (5), and the water side of each Tail water reuse canal (5) is respectively by corresponding
Transition passage (4) connects with that part after the power plant building of the drain measure tunnel (1).
4. the compound water flowing out structure according to claim 3 for Hydraulic and Hydro-Power Engineering, it is characterised in that：Tail described in each bar
The axial centre of that a part of drain measure tunnel (1) after the longitudinal center line of water discharge canal (5) and power plant building
The angle of line is between 85~95 °.
5. the compound water flowing out structure for Hydraulic and Hydro-Power Engineering according to any one of claim 2~4, its feature exist
In：The elevation of the bottom plate (6) of drain measure tunnel (1) described in that part after power plant building is less than the transition passage
(4) elevation of the baseplane (7) of water side.
6. the compound water flowing out structure according to claim 1 or 2 for Hydraulic and Hydro-Power Engineering, it is characterised in that：Described
Tail water reuse system (2) includes the quantity a plurality of Tail water reuse canal (5) suitable with generating set quantity, each tail water row
The baseplane (7) for putting the posterior segment of canal (5) gradually rises along water (flow) direction elevation.
7. the compound water flowing out structure according to claim 1 for Hydraulic and Hydro-Power Engineering, it is characterised in that：Described is compound
Water flowing out structure also includes later stage occluding body (8), and the drain measure tunnel (1) described in that part before power plant building passes through institute
The later stage occluding body (8) stated blocks after water conservancy diversion terminates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710763434.0A CN107338773A (en) | 2017-08-30 | 2017-08-30 | Compound water flowing out structure for Hydraulic and Hydro-Power Engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710763434.0A CN107338773A (en) | 2017-08-30 | 2017-08-30 | Compound water flowing out structure for Hydraulic and Hydro-Power Engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107338773A true CN107338773A (en) | 2017-11-10 |
Family
ID=60215679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710763434.0A Pending CN107338773A (en) | 2017-08-30 | 2017-08-30 | Compound water flowing out structure for Hydraulic and Hydro-Power Engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107338773A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001172949A (en) * | 1999-12-15 | 2001-06-26 | Yukiyoshi Ito | Energy dissipating and sound absorbing device for force of current |
| US20090152871A1 (en) * | 2007-12-14 | 2009-06-18 | Jose Ong Ching | Multiple energy inputs hydropower system |
| CN203594007U (en) * | 2013-11-12 | 2014-05-14 | 中国水电顾问集团成都勘测设计研究院有限公司 | Power station hub downstream water supply structure |
| CN204225067U (en) * | 2014-11-17 | 2015-03-25 | 中国电建集团成都勘测设计研究院有限公司 | A kind of hydropower station tail water turn-off cavity |
| CN104912043A (en) * | 2015-06-19 | 2015-09-16 | 中国电建集团成都勘测设计研究院有限公司 | Diversion drainage structure for tunnel inside in water conservancy and hydropower project and construction method of diversion drainage structure |
| CN105155484A (en) * | 2015-06-23 | 2015-12-16 | 四川大学 | Method for reconstructing temporary diversion tunnel into permanent flood discharge facility |
| CN105178268A (en) * | 2015-08-11 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Construction method and structure achieving combination of diversion tunnel and flood discharging tunnel |
| CN206189366U (en) * | 2016-11-18 | 2017-05-24 | 中国电建集团成都勘测设计研究院有限公司 | Tailrace structure |
| CN207130701U (en) * | 2017-08-30 | 2018-03-23 | 中国电建集团成都勘测设计研究院有限公司 | Compound water flowing out structure for Hydraulic and Hydro-Power Engineering |
-
2017
- 2017-08-30 CN CN201710763434.0A patent/CN107338773A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001172949A (en) * | 1999-12-15 | 2001-06-26 | Yukiyoshi Ito | Energy dissipating and sound absorbing device for force of current |
| US20090152871A1 (en) * | 2007-12-14 | 2009-06-18 | Jose Ong Ching | Multiple energy inputs hydropower system |
| CN203594007U (en) * | 2013-11-12 | 2014-05-14 | 中国水电顾问集团成都勘测设计研究院有限公司 | Power station hub downstream water supply structure |
| CN204225067U (en) * | 2014-11-17 | 2015-03-25 | 中国电建集团成都勘测设计研究院有限公司 | A kind of hydropower station tail water turn-off cavity |
| CN104912043A (en) * | 2015-06-19 | 2015-09-16 | 中国电建集团成都勘测设计研究院有限公司 | Diversion drainage structure for tunnel inside in water conservancy and hydropower project and construction method of diversion drainage structure |
| CN105155484A (en) * | 2015-06-23 | 2015-12-16 | 四川大学 | Method for reconstructing temporary diversion tunnel into permanent flood discharge facility |
| CN105178268A (en) * | 2015-08-11 | 2015-12-23 | 中国电建集团贵阳勘测设计研究院有限公司 | Construction method and structure achieving combination of diversion tunnel and flood discharging tunnel |
| CN206189366U (en) * | 2016-11-18 | 2017-05-24 | 中国电建集团成都勘测设计研究院有限公司 | Tailrace structure |
| CN207130701U (en) * | 2017-08-30 | 2018-03-23 | 中国电建集团成都勘测设计研究院有限公司 | Compound water flowing out structure for Hydraulic and Hydro-Power Engineering |
Non-Patent Citations (1)
| Title |
|---|
| 马旭东等: "施工导流隧洞设计理论与安全运行技术进展", 《水利水电科技进展》 * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171110 |
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| RJ01 | Rejection of invention patent application after publication |