CN107975015A - It is provided with the checkdam of surface spillways - Google Patents
It is provided with the checkdam of surface spillways Download PDFInfo
- Publication number
- CN107975015A CN107975015A CN201711165957.1A CN201711165957A CN107975015A CN 107975015 A CN107975015 A CN 107975015A CN 201711165957 A CN201711165957 A CN 201711165957A CN 107975015 A CN107975015 A CN 107975015A
- Authority
- CN
- China
- Prior art keywords
- checkdam
- energy dissipating
- lock
- surface spillways
- bank
- 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
-
- 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
-
- 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
- E02B8/04—Valves, slides, or the like; Arrangements therefor; Submerged sluice gates
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of checkdam, especially discloses a kind of checkdam for being provided with surface spillways, belongs to Design of The Hydraulic Structure building technology field.It is simple in structure to provide one kind, the checkdam for being provided with surface spillways of surface spillways itself building energy dissipating can be made full use of.The checkdam in the hole includes checkdam body, the surface spillways extended along water (flow) direction are provided with the checkdam body, lock chamber system is provided with the surface spillways, the surface spillways are opened and closed by the retaining box of the lock chamber system, table hole practical weir is additionally provided with the surface spillways, in the table hole, the downstream of practical weir is provided with energy dissipating and falls bank, the retaining box is arranged on the table hole practical weir of upstream side, the current let out along under the practical weir of the table hole fall bank by the energy dissipating and fall the energy dissipating in the lock chamber system in downstream.
Description
Technical field
The present invention relates to a kind of checkdam, more particularly, to a kind of checkdam for being provided with surface spillways, belongs to water conservancy project and builds
Build thing design-build technical field.
Background technology
Sluice is that one kind can effectively solve alluvial deposit foundation and build Concrete Dam Techniques usually using coating as foundation plane
Solution.
Since sluice is usually using coating as foundation plane, partial rivers coating erosion resistibility is weak, common energy dissipating
Mode sets artificial stiling basin energy dissipating, the larger apron erosion control of stiling basin downstream connection length for downstream.Whole dissipation and scouring is arranged
It is larger to apply quantities, economy is poor, and mostly flat lock, flood discharge mode are relatively single.Therefore, it is necessary to study more more
It can meet engineering safety demand for flexible Energy Dissipation Modes and engineering economy is provided.
The content of the invention
The technical problems to be solved by the invention are：It is simple in structure to provide one kind, surface spillways itself can be made full use of to build
Build the checkdam for being provided with surface spillways of thing energy dissipating.
Technical solution is used by solve above-mentioned technical problem：A kind of checkdam for being provided with surface spillways, including
Checkdam body, is provided with the surface spillways extended along water (flow) direction, in the flood discharge table on the checkdam body
Lock chamber system is provided with hole, the surface spillways are opened and closed by the retaining box of the lock chamber system, described
Table hole practical weir is additionally provided with surface spillways, the downstream of practical weir is provided with energy dissipating and falls bank, the gear in the table hole
On the table hole practical weir of upstream side, the current let out along under the practical weir of the table hole are fallen layout of sluice by the energy dissipating
Bank falls the energy dissipating in the lock chamber system in downstream.
The beneficial effects of the invention are as follows：The application by being additionally provided with table hole practical weir in the surface spillways, and
In the table hole, the downstream of practical weir is provided with energy dissipating and falls bank, then the retaining box is arranged in the table of upstream side
On the practical weir of hole, and the current for alloing to let out along under the practical weir of the table hole fall bank by the energy dissipating and fall in downstream
Energy dissipating in the lock chamber system.In this way, fall due to increasing setting table hole practical weir and energy dissipating only in existing surface spillways
Bank, sufficiently can fall bank by energy dissipating using surface spillways itself building and realize energy dissipating, not only eliminate existing necessary
The stiling basin built, but also need not both reduce engineering again in the larger apron erosion control of stiling basin downstream connection length and built
Excavation, the quantities such as build, but also can largely reduce up-front investment.At the same time it can also make the structure of checkdam because
This and become simpler, also easily facilitate construction.
It is further that the middle and lower part for falling bank in the energy dissipating is additionally provided with tonifying Qi face.
Such scheme it is preferable that, the tonifying Qi face is to be arranged on the inner concave that bank middle and lower part is fallen in the energy dissipating.
It is further that the lock chamber system further includes the downstream gate pier extended along water (flow) direction, along water (flow) direction
Fall in energy dissipating and benefit stoma tube is additionally provided with the downstream gate pier beyond bank, the inlet end for mending stoma tube is arranged in institute
On the top surface for stating downstream gate pier, the outlet side for mending stoma tube is arranged in the downstream adaptable with tonifying Qi face height
On the side of gate pier.
It is further to be additionally provided with lock chamber on the lock chamber system terrestrial between the downstream gate pier described in two adjacent groups
Bottom plate, the current let out along under the practical weir of the table hole fall bank by the energy dissipating and fall the energy dissipating on the lock floor.
It is further that the weir face of table hole practical weir is in semi-parabolic structure.
It is further that the retaining box includes maintenance lock and work lock, the maintenance lock and the work lock
Arranged along water (flow) direction order.
Such scheme it is preferable that, the work lock works lock or plate work lock for arc.
Brief description of the drawings
Fig. 1 is the floor plan for the checkdam that the present invention is provided with surface spillways；
Fig. 2 is the A-A sectional views of Fig. 1.
In figure mark for：Checkdam body 1, surface spillways 2, lock chamber system 3, retaining box 4, table hole practical weir 5, energy dissipating are fallen
Bank 6, tonifying Qi face 7, downstream gate pier 8, benefit stoma tube 9, lock floor 10, maintenance lock 11, work lock 12.
Embodiment
It is that one kind provided by the invention is simple in structure as shown in Figure 1 and Figure 2, surface spillways itself building can be made full use of
The checkdam for being provided with surface spillways of energy dissipating.The checkdam includes checkdam body 1, in the checkdam body 1
On be provided with along water (flow) direction extend surface spillways 2, lock chamber system 3 is provided with the surface spillways 2, described lets out
Big vast table hole 2 is opened and closed by the retaining box 4 of the lock chamber system 3, and table hole reality is additionally provided with the surface spillways 2
With weir 5, in the table hole, the downstream of practical weir 5 is provided with energy dissipating and falls bank 6, and the retaining box 4 is arranged in the institute of upstream side
State on table hole practical weir 5, the current let out along under table hole practical weir 5 fall 6 banks by the energy dissipating and fall in downstream
Energy dissipating in the lock chamber system 3.The application in the surface spillways 2 by being additionally provided with table hole practical weir 5, and described
The downstream of table hole practical weir 5 is provided with energy dissipating and falls bank 6, then the retaining box 4 is arranged in the table hole of upstream side
On practical weir 5, and the current for alloing to let out along under table hole practical weir 5 fall bank 6 by the energy dissipating and fall in downstream
The lock chamber system 3 in energy dissipating.In this way, due to the increase setting table hole practical weir 5 only in existing surface spillways 2 and disappear
Bank 6 can be fallen, bank 6 sufficiently can be fallen by energy dissipating using itself building of surface spillways 2 and realize energy dissipating, not only eliminated existing
There is the stiling basin that must be built, but also need not both be reduced again in the larger apron erosion control of stiling basin downstream connection length
Excavation that engineering is built, the quantities such as build, but also can largely reduce up-front investment.At the same time it can also make checkdam
Therefore structure becomes simpler, also easily facilitate construction.
In the above embodiment, in order to solve the problems, such as the cavitation erosion produced under high-velocity flow, reduce cavitation erosion as far as possible and made to building thing
Into infringement, the middle and lower part for falling bank 6 in the energy dissipating is additionally provided with tonifying Qi face 7, and further includes edge with reference to the lock chamber system 3
The design feature of the downstream gate pier 8 of water (flow) direction extension, falls the downstream gate pier beyond bank 6 along water (flow) direction in energy dissipating
Set again on 8 and mend stoma tube 9, the inlet end for mending stoma tube 9 is arranged on the top surface of the downstream gate pier 8, the benefit
The outlet side of stoma tube 9 is arranged on the side of the downstream gate pier 8 highly adaptable with the tonifying Qi face 7；At this time, it is described
The preferred structure in tonifying Qi face 7 is to be arranged on the inner concave that 6 middle and lower part of bank is fallen in the energy dissipating.
Further, in order to eliminate the energy of the lower stream that sluices to greatest extent, and water conservancy project is protected to build thing, the table hole is practical
The weir face on weir 5 is in semi-parabolic structure；And also set on the lock chamber system terrestrial between downstream gate pier 8 described in two adjacent groups
Lock floor 10 is equipped with, the current let out along under table hole practical weir 5 fall bank 6 by the energy dissipating and fall in the lock chamber
Energy dissipating on bottom plate 10.At this time, the retaining box 4 generally includes maintenance lock 11 and work lock 12, the maintenance lock 11 and institute
The work lock 12 stated is arranged along water (flow) direction order.The work lock 12 can be divided into arc work lock or plate work again
Lock.
In conclusion the beneficial effects of the invention are as follows：By the above-mentioned Energy Dissipation Modes of the present invention, current are most of after lockage
Energy is during down stream and down stream back brake chamber interior disappears.The hydraulic jump re-formed after down stream voluntarily disappears in river downstream, energy
Sluice Dissipation of Energy is effectively solved, reduction downstream river course, which is put, rushes engineering measure, saves quantities.
Embodiment one
As shown in Figure 1 and Figure 2, Energy Dissipation Modes in herein described sluice, including surface spillways, down stream bank, lock chamber.
Checked the floods down and let out by table gate hole, lower flood discharge water directly falls into downstream behind table Kong Yan faces by falling bank
Inside lock chamber, fall different tonifying Qi spaces that indent or non-indent be set of the bank lower part according to flood discharge flow, according to hydraulics meter
The air compensation for determining to need is calculated, tonifying Qi is carried out from gate pier or other parts by the way of pre-buried blowdown pipe, supplements tracheae
The gross area determines that blowdown pipe can be circular or other shapes according to benefit amount, mends the position of flue outlet with higher than downstream
Peak level is condition, selects circuit as short as possible.
Claims (8)
1. a kind of checkdam for being provided with surface spillways, including checkdam body (1), set on the checkdam body (1)
The surface spillways (2) extended along water (flow) direction are equipped with, lock chamber system (3) is provided with the surface spillways (2), it is described
Surface spillways (2) are opened and closed by the retaining box (4) of the lock chamber system (3), it is characterised in that：In the flood discharge table
Table hole practical weir (5) is additionally provided with hole (2), the downstream of table hole practical weir (5), which is provided with energy dissipating, falls bank (6), institute
The retaining box (4) stated is arranged on the table hole practical weir (5) of upstream side, the current let out along under table hole practical weir (5)
Bank (6) is fallen by the energy dissipating and falls the interior energy dissipating of the lock chamber system (3) in downstream.
2. the checkdam according to claim 1 for being provided with surface spillways, it is characterised in that：Fall bank (6) in the energy dissipating
Middle and lower part be additionally provided with tonifying Qi face (7).
3. the checkdam according to claim 2 for being provided with surface spillways, it is characterised in that：The tonifying Qi face (7) is
It is arranged on the inner concave that bank (6) middle and lower part is fallen in the energy dissipating.
4. the checkdam for being provided with surface spillways according to Claims 2 or 3, it is characterised in that：The lock chamber system
(3) the downstream gate pier (8) extended along water (flow) direction is further included, falls the downstream beyond bank (6) in energy dissipating along water (flow) direction
It is additionally provided with side gate pier (8) and mends stoma tube (9), the inlet end for mending stoma tube (9) is arranged in the downstream gate pier (8)
Top surface on, the outlet side for mending stoma tube (9) is arranged in the downstream gate pier adaptable with the tonifying Qi face (7) height
(8) on side.
5. the checkdam according to claim 4 for being provided with surface spillways, it is characterised in that：Under described in two adjacent groups
Lock floor (10) is additionally provided with lock chamber system terrestrial between trip side gate pier (8), is let out along under table hole practical weir (5)
Current fall bank (6) by the energy dissipating and fall the energy dissipating on the lock floor (10).
6. the checkdam according to claim 1 for being provided with surface spillways, it is characterised in that：Table hole practical weir (5)
Weir face be in semi-parabolic structure.
7. the checkdam according to claim 6 for being provided with surface spillways, it is characterised in that：Retaining box (4) bag
Include maintenance lock (11) and the lock (12) that works, the maintenance lock (11) and the work lock (12) are along water (flow) direction order cloth
Put.
8. the checkdam according to claim 7 for being provided with surface spillways, it is characterised in that：The work lock (12) is
Arc work lock or plate work lock.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711165957.1A CN107975015A (en) | 2017-11-21 | 2017-11-21 | It is provided with the checkdam of surface spillways |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711165957.1A CN107975015A (en) | 2017-11-21 | 2017-11-21 | It is provided with the checkdam of surface spillways |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107975015A true CN107975015A (en) | 2018-05-01 |
Family
ID=62010739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711165957.1A Pending CN107975015A (en) | 2017-11-21 | 2017-11-21 | It is provided with the checkdam of surface spillways |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107975015A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677879A (en) * | 2018-07-27 | 2018-10-19 | 中国电建集团成都勘测设计研究院有限公司 | It is provided with the checkdam of surface spillways |
| CN109371929A (en) * | 2018-11-30 | 2019-02-22 | 中国电建集团成都勘测设计研究院有限公司 | It is provided with the water conservancy project water retaining structure of flood discharge channel system |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NO905419D0 (en) * | 1989-12-28 | 1990-12-14 | Gtm Batimen Travaux Publ | Flood Runway for Dams, O.L. |
| CN203247553U (en) * | 2013-05-15 | 2013-10-23 | 中国水电顾问集团成都勘测设计研究院 | Flap-door lock chamber structure |
| CN203361104U (en) * | 2013-07-08 | 2013-12-25 | 中国水电顾问集团成都勘测设计研究院有限公司 | Flow channel structure used for high-arch dam flood discharge surface hole |
| CN203411957U (en) * | 2013-05-15 | 2014-01-29 | 中国长江三峡集团公司 | Aerification device used for flood discharge deep hole |
| CN203924012U (en) * | 2014-07-07 | 2014-11-05 | 中国电建集团成都勘测设计研究院有限公司 | Weep hole dam segment structure |
| CN104404928A (en) * | 2014-12-09 | 2015-03-11 | 四川大学 | Gravity dam surface hole flood discharge tumble jet flow energy dissipation method |
| CN205421200U (en) * | 2016-03-21 | 2016-08-03 | 中国电建集团成都勘测设计研究院有限公司 | A class dissipation structure is chosen in outlet structure escape works export |
| CN106120676A (en) * | 2016-08-23 | 2016-11-16 | 中国电建集团华东勘测设计研究院有限公司 | A kind of dam body table pore structure of High Concrete Dam |
| CN207484428U (en) * | 2017-11-21 | 2018-06-12 | 中国电建集团成都勘测设计研究院有限公司 | It is provided with the checkdam of surface spillways |
-
2017
- 2017-11-21 CN CN201711165957.1A patent/CN107975015A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NO905419D0 (en) * | 1989-12-28 | 1990-12-14 | Gtm Batimen Travaux Publ | Flood Runway for Dams, O.L. |
| CN203247553U (en) * | 2013-05-15 | 2013-10-23 | 中国水电顾问集团成都勘测设计研究院 | Flap-door lock chamber structure |
| CN203411957U (en) * | 2013-05-15 | 2014-01-29 | 中国长江三峡集团公司 | Aerification device used for flood discharge deep hole |
| CN203361104U (en) * | 2013-07-08 | 2013-12-25 | 中国水电顾问集团成都勘测设计研究院有限公司 | Flow channel structure used for high-arch dam flood discharge surface hole |
| CN203924012U (en) * | 2014-07-07 | 2014-11-05 | 中国电建集团成都勘测设计研究院有限公司 | Weep hole dam segment structure |
| CN104404928A (en) * | 2014-12-09 | 2015-03-11 | 四川大学 | Gravity dam surface hole flood discharge tumble jet flow energy dissipation method |
| CN205421200U (en) * | 2016-03-21 | 2016-08-03 | 中国电建集团成都勘测设计研究院有限公司 | A class dissipation structure is chosen in outlet structure escape works export |
| CN106120676A (en) * | 2016-08-23 | 2016-11-16 | 中国电建集团华东勘测设计研究院有限公司 | A kind of dam body table pore structure of High Concrete Dam |
| CN207484428U (en) * | 2017-11-21 | 2018-06-12 | 中国电建集团成都勘测设计研究院有限公司 | It is provided with the checkdam of surface spillways |
Non-Patent Citations (1)
| Title |
|---|
| 周钟,沈文莉,黄庆: "溪洛渡水电站坝身泄洪消能布置", 水电站设计, vol. 15, no. 02, pages 5 - 13 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677879A (en) * | 2018-07-27 | 2018-10-19 | 中国电建集团成都勘测设计研究院有限公司 | It is provided with the checkdam of surface spillways |
| CN109371929A (en) * | 2018-11-30 | 2019-02-22 | 中国电建集团成都勘测设计研究院有限公司 | It is provided with the water conservancy project water retaining structure of flood discharge channel system |
| CN109371929B (en) * | 2018-11-30 | 2024-02-13 | 中国电建集团成都勘测设计研究院有限公司 | Hydraulic water retaining building provided with flood discharge channel system |
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