CN106120675A - A kind of efficiently energy dissipating flood discharge overfull dam surface structure - Google Patents
A kind of efficiently energy dissipating flood discharge overfull dam surface structure Download PDFInfo
- Publication number
- CN106120675A CN106120675A CN201610641863.6A CN201610641863A CN106120675A CN 106120675 A CN106120675 A CN 106120675A CN 201610641863 A CN201610641863 A CN 201610641863A CN 106120675 A CN106120675 A CN 106120675A
- Authority
- CN
- China
- Prior art keywords
- runner
- chooses
- high level
- choose
- jet
- 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.)
- Granted
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
- 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)
- Jet Pumps And Other Pumps (AREA)
Abstract
nullThe invention discloses a kind of efficiently energy dissipating flood discharge overfull dam surface structure，By overflow dam body、Overfull dam surface、Choose at the bottom of stream arc、Low layer chooses runner、High level chooses runner、High level chooses conductance runner、High level chooses runner cutwater composition，Overfull dam surface arrives shunting when choosing at the bottom of stream arc and chooses stream，High level is chosen and is divided into two high levels to choose conductance runner about runner，High level chooses conductance runner，Vertically and horizontally it is being curved surface，Vertical for earial drainage while provoking level choose runner direction to earial drainage being guided low layer，Just throw low layer by the jet after defrlector bucket to choose above the jet of runner，It is high and near that high level chooses the jet of conductance runner，The jet that low layer chooses runner is low and remote，High level is chosen the jet of conductance runner and is fallen to exactly pounding low layer from eminence and choose the jet of runner，Two strands of current and the gas strong collision carried secretly、Blend,Play and efficiently eliminate energy.
Description
Technical field
The present invention relates to hydraulic engineering technical field, specifically a kind of efficiently energy dissipating flood discharge overfull dam surface structure.
Background technology
Dam is block rivers current with raising of water level or the water retaining structure of regulation flow, have regulated flow, flood control,
Supply water, generating, etc. function.Person's stubborn problem that dam flood discharge may often be such that Hydraulic Engineering Design, features as poor geologic condition, flip trajectory bucket is made
Become seriously washes away, and can make bank slope collapse, even threaten major project safety.Large reservoir flood-discharge energy-dissipating is the most arduous
Task, traditional choose stream, underflow, bailing bucket stream and all cannot receive good effect of energy dissipation.Dam flood-discharge energy-dissipating is the most always
It is the problems paid much attention to of water economic system personnel.
Summary of the invention
In order to solve above-mentioned technical problem present in prior art, the invention provides a kind of efficiently energy dissipating flood discharge overflow
Dam facing structure, by overflow dam body, overfull dam surface, choose stream arc at the bottom of, low layer chooses runner, high level chooses runner, high level chooses conductance runner, height
Layer chooses runner cutwater composition, and described overfull dam surface arrives shunting when choosing at the bottom of stream arc and chooses stream, and low layer is chosen runner radius of curvature and is more than
Routine chooses stream cambered surface, and high level is chosen runner radius of curvature and chosen stream cambered surface less than routine.
Further, described high level is chosen and is divided into two high levels to choose conductance runner about runner.
Further, described high level is chosen conductance runner and is vertically and horizontally being curved surface, vertical for earial drainage to choosing
While Qiing, level chooses runner direction to earial drainage guides low layer, just throws low layer by the jet after defrlector bucket and chooses runner
Jet above.
When one disclosed by the invention efficient energy dissipating flood discharge overfull dam surface structure is run, the jet that high level chooses conductance runner is high
Thus near, it is low thus remote that low layer chooses the jet of runner, and high level is chosen the jet of conductance runner and fallen from above and exactly pound low layer and choose
The jet of runner, two strands of current and the gas strong collision carried secretly, blending, play and efficiently eliminate energy, can be preferably
Solving because of features as poor geologic condition, what flip trajectory bucket caused seriously washes away, avalanche, the problem even threatening major project safety.
Accompanying drawing explanation
Fig. 1 is a kind of efficiently energy dissipating flood discharge overfull dam surface structure front elevational schematic；
Fig. 2 is this structure schematic top plan view；
Fig. 3 is this structure schematic side view；
Fig. 4 is this structure bleed state effect of energy dissipation schematic diagram.
Detailed description of the invention
Below in conjunction with the accompanying drawings invention is described further.
As Figure 1-4, a kind of efficiently energy dissipating flood discharge overfull dam surface structure of the present invention, by overflow dam body 1, overfull dam surface
2, choose stream arc at the bottom of 3, low layer chooses runner 4, high level chooses runner 5, high level chooses conductance runner 6, high level is chosen runner cutwater 7 and formed, institute
Stating overfull dam surface 2 to arrive shunting when choosing at the bottom of stream arc 3 and choose stream, low layer is chosen runner 4 radius of curvature and is chosen stream cambered surface more than routine；High level is chosen
Runner 5 radius of curvature chooses stream cambered surface less than routine.High level is chosen runner about 5 and is divided into two high levels to choose conductance runner 6.High level chooses stream
Honeycomb duct 6, is vertically and horizontally being curved surface, earial drainage guides while earial drainage is provoked low layer and chooses runner 4 direction, logical
Cross the jet after defrlector bucket just to throw low layer and choose above the jet of runner 4.
During a kind of efficiently energy dissipating flood discharge overfull dam surface arrangement works, current go out from overfall dam overhead stream, by under overfull dam surface
Letting out and choose at the bottom of stream arc, choose runner through low layer and be divided into two strands of current of height and the gas carried secretly with high-rise runner of choosing, high level chooses stream
Earial drainage level is chosen runner direction, by penetrating after defrlector bucket to guiding low layer vertical for earial drainage while provoking by honeycomb duct
Stream is just thrown low layer and is chosen above the jet of runner, and due to high level, to choose the jet of conductance runner high thus near, and low layer chooses runner
Jet is low thus remote, and high level is chosen the jet of conductance runner and fallen from above and exactly pound low layer and choose the jet of runner, two strands of current
And carry secretly gas strong collision, blending, play and efficiently eliminate energy.
Claims (3)
1. an efficient energy dissipating flood discharge overfull dam surface structure, by overflow dam body (1), overfull dam surface (2), chooses (3), low layer at the bottom of stream arc
Choose runner (4), high level chooses runner (5), high level chooses conductance runner (6), high level chooses runner cutwater (7) composition, it is characterised in that:
Described overfull dam surface (2) arrives shunting when choosing (3) at the bottom of stream arc and chooses stream, and low layer is chosen runner (4) radius of curvature and chosen stream more than routine
Cambered surface, high level chooses that runner (5) is vertical chooses stream cambered surface to radius of curvature less than routine.
2. a kind of efficiently energy dissipating flood discharge overfull dam surface structure as claimed in claim 1, it is characterised in that: described high level chooses stream
Left and right, road (5) is divided into two high levels to choose conductance runner (6).
3. a kind of efficiently energy dissipating flood discharge overfull dam surface structure as claimed in claim 1, it is characterised in that: described high level chooses stream
Honeycomb duct (6) is vertically and horizontally being curved surface, vertical for earial drainage while provoking level guide low layer to by earial drainage
Choose runner (4) direction, just throw low layer by the jet after defrlector bucket and choose above the jet of runner (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610641863.6A CN106120675B (en) | 2016-08-08 | 2016-08-08 | A kind of efficient energy dissipating flood discharge overfull dam surface structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610641863.6A CN106120675B (en) | 2016-08-08 | 2016-08-08 | A kind of efficient energy dissipating flood discharge overfull dam surface structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106120675A true CN106120675A (en) | 2016-11-16 |
| CN106120675B CN106120675B (en) | 2018-07-06 |
Family
ID=57255909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610641863.6A Expired - Fee Related CN106120675B (en) | 2016-08-08 | 2016-08-08 | A kind of efficient energy dissipating flood discharge overfull dam surface structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106120675B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436662A (en) * | 2016-11-28 | 2017-02-22 | 山东大学 | Massif flow energy dissipation hydraulic tunnel structure and method |
| 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 |
| CN110004891A (en) * | 2017-05-10 | 2019-07-12 | 西华大学 | A kind of energy dissipating method of hydraulic and hydroelectric engineering |
| CN115679909A (en) * | 2022-12-08 | 2023-02-03 | 四川大学 | Layering staggered angle type underflow energy dissipater |
| CN118653435A (en) * | 2024-08-16 | 2024-09-17 | 甘肃省水利水电勘测设计研究院有限责任公司 | Energy dissipation device for hydraulic engineering |
| CN118653435B (en) * | 2024-08-16 | 2024-10-22 | 甘肃省水利水电勘测设计研究院有限责任公司 | Energy dissipation device for hydraulic engineering |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2050432C1 (en) * | 1992-01-17 | 1995-12-20 | Павел Родионович Хлопенков | High spillway dam |
| CN101215828A (en) * | 2007-12-28 | 2008-07-09 | 中国水电顾问集团中南勘测设计研究院 | High and low ridge underflow stilling basin |
| CN103498451A (en) * | 2013-09-26 | 2014-01-08 | 中国长江三峡集团公司 | Collision type combined underflow energy dissipater structure |
| CN203429607U (en) * | 2013-08-19 | 2014-02-12 | 中国长江三峡集团公司 | Combination high-low threshold stilling pool with flow deflecting structure |
| CN205077460U (en) * | 2015-09-09 | 2016-03-09 | 珠江水利委员会珠江水利科学研究院 | A class bank is chosen to differential type |
-
2016
- 2016-08-08 CN CN201610641863.6A patent/CN106120675B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2050432C1 (en) * | 1992-01-17 | 1995-12-20 | Павел Родионович Хлопенков | High spillway dam |
| CN101215828A (en) * | 2007-12-28 | 2008-07-09 | 中国水电顾问集团中南勘测设计研究院 | High and low ridge underflow stilling basin |
| CN203429607U (en) * | 2013-08-19 | 2014-02-12 | 中国长江三峡集团公司 | Combination high-low threshold stilling pool with flow deflecting structure |
| CN103498451A (en) * | 2013-09-26 | 2014-01-08 | 中国长江三峡集团公司 | Collision type combined underflow energy dissipater structure |
| CN205077460U (en) * | 2015-09-09 | 2016-03-09 | 珠江水利委员会珠江水利科学研究院 | A class bank is chosen to differential type |
Non-Patent Citations (1)
| Title |
|---|
| 张挺等: ""高扩散低收缩差动挑坎：水力特性实验研究"", 《水力发电学报》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436662A (en) * | 2016-11-28 | 2017-02-22 | 山东大学 | Massif flow energy dissipation hydraulic tunnel structure and method |
| CN110004891A (en) * | 2017-05-10 | 2019-07-12 | 西华大学 | A kind of energy dissipating method of hydraulic and hydroelectric engineering |
| CN110004891B (en) * | 2017-05-10 | 2020-08-07 | 西华大学 | Energy dissipation method for hydraulic and hydroelectric engineering |
| 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 |
| CN115679909A (en) * | 2022-12-08 | 2023-02-03 | 四川大学 | Layering staggered angle type underflow energy dissipater |
| CN118653435A (en) * | 2024-08-16 | 2024-09-17 | 甘肃省水利水电勘测设计研究院有限责任公司 | Energy dissipation device for hydraulic engineering |
| CN118653435B (en) * | 2024-08-16 | 2024-10-22 | 甘肃省水利水电勘测设计研究院有限责任公司 | Energy dissipation device for hydraulic engineering |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106120675B (en) | 2018-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106120675A (en) | A kind of efficiently energy dissipating flood discharge overfull dam surface structure | |
| CN104404926B (en) | Dam facing chooses the overfall dam of bank shunting energy dissipating | |
| CN107100143B (en) | Energy dissipation structure of hydraulic and hydroelectric engineering | |
| CN204753513U (en) | Dam with from energy dissipation function | |
| CN104652380B (en) | A kind of based on the supporting flood discharge becoming gradient spillway | |
| CN205804298U (en) | A kind of drop formula energy dissipating construction being applicable to abrupt slope trapezoidal open channel draining | |
| CN206052660U (en) | A kind of efficient energy dissipating flood discharge overfull dam surface structure | |
| CN103898882B (en) | Classified pool-inlet high-dam flood discharge energy dissipater for bottom flow and energy dissipating method | |
| CN206873414U (en) | A kind of permeable cloth of high strongly hydrophilic chooses stream anti-fog structure | |
| CN205421200U (en) | A class dissipation structure is chosen in outlet structure escape works export | |
| CN109457675A (en) | A kind of bottom aeration contraction type for water discharging structure energy dissipating chooses bank structure | |
| CN104404928B (en) | Jet energy dissipating method is fallen in a kind of gravity dam table hole flood discharge | |
| CN108221843A (en) | A kind of discharge structure structure of water conservancy | |
| CN206928256U (en) | Overfall dam flip trajectory bucket facility | |
| CN109098152A (en) | A kind of anti-cavitation facility of Stepped Spillway | |
| CN101736718B (en) | Reversely bevelled flip bucket | |
| CN107663851A (en) | A kind of anti-cavitation curved Stepped Spillway of destruction | |
| KR101571606B1 (en) | Sea water discharge structure having breaker for reducing bubble occurrence | |
| Pfister et al. | Air concentration distribution in deflector-jets | |
| CN205501774U (en) | Cross a river spit of fland step structure | |
| CN205444090U (en) | Flip trajectory bucket worker's supplementary energy dissipation revetment structure | |
| CN104099908A (en) | Gravity type sand obstructing and guiding structure | |
| CN206204900U (en) | A kind of hydraulic tunnel structure of massif current energy dissipating | |
| CN207331645U (en) | A kind of overfall dam chosen bank and novel transition step and combined | |
| CN206971181U (en) | A kind of multichannel bank stiling basin of dispersible energy dissipating |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| 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: 20180706 Termination date: 20190808 |