CN206554039U - A kind of vertical seam type fish channel structure - Google Patents
A kind of vertical seam type fish channel structure Download PDFInfo
- Publication number
- CN206554039U CN206554039U CN201720218767.0U CN201720218767U CN206554039U CN 206554039 U CN206554039 U CN 206554039U CN 201720218767 U CN201720218767 U CN 201720218767U CN 206554039 U CN206554039 U CN 206554039U
- Authority
- CN
- China
- Prior art keywords
- rest
- plate
- channel structure
- pond
- vertical seam
- 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.)
- Active
Links
Classifications
-
- 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
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/60—Ecological corridors or buffer zones
Landscapes
- Farming Of Fish And Shellfish (AREA)
Abstract
The utility model provides a kind of vertical seam type fish channel structure, it is intended to solve in the prior art because current are more rapid, and fish can cause the problem of migration fails during migration due to being short of physical strength.A kind of vertical seam type fish channel structure, including U-lag and several rest ponds being arranged in U-lag body;U-lag is constituted by bottom plate and perpendicular to the biside plate of bottom plate;Rest pond be by two dividing plates perpendicular to bottom plate surround it is tubaeform, opening small one end in rest pond is water inlet and towards the upstream region of U-type groove, and opening big one end in rest pond is delivery port and towards the downstream area of U-type groove;The width at the most narrow place in one number service road that each dividing plate is constituted with adjacent side plate is all higher than the width of the water inlet in rest pond.The utility model includes U-lag and several rest ponds, and in rest pond, fish can sufficiently be rested.
Description
Technical field
The utility model is related to hydraulic engineering field, more particularly to a kind of vertical seam type fish channel structure.
Background technology
Influence of the Hydraulic and Hydro-Power Engineering to ecological environment is especially big, and the migration of fish, heavy damage can be blocked by building dam
The ecological environment in river.Currently in order to solving this problem, it is accustomed to according to the migration of fish, one can be built in the vicinity of dam
Bar is adapted to the fish pass of fish migration;Fish are sailed against the current by fish pass.
Existing fish pass, because current are more rapid, fish are more tired during migration, understand due to being short of physical strength,
Trip is not got on;In order to solve the problem, rest pond is provided with some fish pass, due to existing rest pond, structure is more complicated,
The current for coming and going or circulating can be produced, easily fish is got lost, causes the failure of migration.
Utility model content
The utility model provides a kind of vertical seam type fish channel structure, it is intended to solve in the prior art because current are more rapid
Anxious, fish can cause the problem of migration fails during migration due to being short of physical strength.
In order to solve the above technical problems, the utility model is achieved through the following technical solutions:
A kind of vertical seam type fish channel structure, including U-lag and several rest ponds being arranged in U-lag body;U-lag is the bottom of by
Plate and the biside plate composition perpendicular to bottom plate;Rest pond is tubaeform, the rest pond surrounded by two dividing plates perpendicular to bottom plate
The small one end of opening is for water inlet and towards the upstream region of U-type groove, and opening big one end in rest pond is delivery port and towards U-shaped
The downstream area of groove;The width at the most narrow place in one number service road that each dividing plate is constituted with adjacent side plate is all higher than the water inlet in rest pond
The width of mouth.
Further, dividing plate is the arc to rest pond outer projection.
Further, rest board of the dividing plate madial wall provided with the extension of downstream region.Fish can be hidden in rest board
Rear side, reduces the impact of current, is rested.
Further, the upper end of rest board, which is located at, is less than the water surface.Rest board can be made still there are current to pass through, prevented because of baffle plate
Effect produce recirculated water, it is ensured that the direction of current, fish is not got lost, be easy to sail against the current.
Further, bottom plate is provided with baffle plate, and baffle plate is located at the water inlet upstream region in rest pond and entering close to rest pond
The mouth of a river is set.It can stop that current are flowed directly into rest pond, reduce the water velocity in rest pond.
Further, baffle plate is provided with limbers, and limbers is taper, and limbers water inlet end is small and water side is big.By logical
The water of water hole outflow can ensure that the direction of current is not disturbed by baffle plate, make fish be not easy to get lost.Limbers intakes
End is small and water side is big;On the one hand the water velocity flowed out from water side can be slowed down, prevent current from concentrating ejection;The opposing party
Face, can prevent the accumulation in impurity limbers.
Further, guide plate is equipped with biside plate, No. two passages towards side plate are formed between guide plate and baffle plate.Two
Number passage can guide current to one number service road, it is possible to reduce current enter in rest pond, slow down the water in rest pond
Flow velocity degree.
Compared with prior art the utility model has the advantages that:
The utility model includes U-lag and several rest ponds, and in rest pond, fish can sufficiently be rested.
Rest pond be by two dividing plates perpendicular to bottom plate surround it is tubaeform, the small one end of rest pond opening be water inlet
And towards the upstream region of U-type groove, opening big one end in rest pond is delivery port and towards the downstream area of U-type groove;Due to stopping
The water inlet for ceasing pond is small, and big inside rest pond, then rest pool inner water stream can slow down, and can have larger resting space to fish,
Fish are made to advance under sluggish flow.
The width at the most narrow place in one number service road that each dividing plate is constituted with adjacent side plate is all higher than the water inlet in rest pond
Width;The inflow in rest pond can be made less than the inflow in two one number service roads, the water velocity in rest pond is slow down.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of the utility model embodiment, it will use below required in embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore should not see
Work is the restriction to scope, for those of ordinary skill in the art, on the premise of not paying creative work, can be with
Other related accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model.
Embodiment
In description of the present utility model, unless otherwise clearly defined and limited, term " being provided with ", " connected ", " company
Connect ", the term such as " fixation " should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally;
Can mechanically connect, can be directly connected to or be indirectly connected to by intermediary.For ordinary skill
For personnel, concrete meaning of the above-mentioned term in the utility model can be understood as the case may be.
Refering to Fig. 1, the direction of arrow is water (flow) direction in Fig. 1.A kind of vertical seam type fish channel structure, including U-lag and setting
Several rest ponds 2 in U-lag body;U-lag is constituted by bottom plate and perpendicular to the biside plate 1 of bottom plate;Rest pond 2 is by two
It is tubaeform that the individual dividing plate 3 perpendicular to bottom plate is surrounded, and dividing plate 3 is the arc to the outer projection of rest pond 2, and rest pond 2 is opened
The small one end of mouth is for water inlet 21 and towards the upstream region of U-type groove, and rest pond 2 is open big one end for delivery port 22 and direction
The downstream area of U-type groove;The width at the most narrow place in one number service road 8 that each dividing plate 3 is constituted with adjacent side plate 1 is all higher than rest pond
The width of 2 water inlet 21.
Rest board 4 of the madial wall of dividing plate 3 provided with the extension of downstream region.The upper end of rest board 4, which is located at, is less than the water surface.
Bottom plate is provided with baffle plate 5, and baffle plate 5 is located at the upstream region of water inlet 21 in rest pond 2 and close to the water inlet in rest pond 2
Mouth 21 is set.Baffle plate 5 is provided with limbers, and limbers is taper, and limbers water inlet end is small and water side is big.On biside plate 1
Provided with guide plate 6, No. two passages 7 towards side plate 1 are formed between guide plate 6 and baffle plate 5.
When fish migration, fish are sailed against the current from the downstream delivery port of U-lag, and fish can be from the rest of sluggish flow
Pond 2 moves ahead, and can also be moved ahead by No. two passages 7 that The turbulent river crashes its way through, resistance is smaller when fish move ahead in rest pond 2, can be with
Sufficiently rested.When in rest pond 2, fish can be rested in the rear side of rest board.
Specific embodiment of the utility model is the foregoing is only, but technical characteristic of the present utility model is not limited to
This, any those skilled in the art is in field of the present utility model, and the change or modification made all are covered new in this practicality
Among the scope of the claims of type.
Claims (7)
1. a kind of vertical seam type fish channel structure, it is characterized in that:Including U-lag and several rest ponds being arranged in U-lag body
(2);U-lag is constituted by bottom plate and perpendicular to the biside plate (1) of bottom plate;Rest pond (2) is by two dividing plates perpendicular to bottom plate
(3) what is surrounded is tubaeform, and rest pond (2) are open small one end for water inlet (21) and towards the upstream region of U-type groove, rest pond
(2) big one end is open for delivery port (22) and towards the downstream area of U-type groove;Each dividing plate (3) and adjacent side plate (1) structure
Into the most narrow place in one number service road (8) width be all higher than rest pond (2) water inlet (21) width.
2. a kind of vertical seam type fish channel structure according to claim 1, it is characterized in that:Dividing plate (3) be to rest pond (2) outside
The raised arc in portion.
3. a kind of vertical seam type fish channel structure according to claim 1, it is characterized in that:Dividing plate (3) madial wall is provided with downward
Swim the rest board (4) of region extension.
4. a kind of vertical seam type fish channel structure according to claim 3, it is characterized in that:The upper end of rest board (4) is located at and is less than
The water surface.
5. a kind of vertical seam type fish channel structure according to claim 1, it is characterized in that:Bottom plate is provided with baffle plate (5), baffle plate
(5) water inlet (21) upstream region positioned at rest pond (2) and water inlet (21) setting close to rest pond (2).
6. a kind of vertical seam type fish channel structure according to claim 5, it is characterized in that:Baffle plate (5) is provided with limbers, water flowing
Hole is taper, and limbers water inlet end is small and water side is big.
7. a kind of vertical seam type fish channel structure according to claim 5 or 6, it is characterized in that:Biside plate is equipped with guiding on (1)
Plate (6), forms No. two passages (7) towards side plate (1) between guide plate (6) and baffle plate (5).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720218767.0U CN206554039U (en) | 2017-03-07 | 2017-03-07 | A kind of vertical seam type fish channel structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720218767.0U CN206554039U (en) | 2017-03-07 | 2017-03-07 | A kind of vertical seam type fish channel structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206554039U true CN206554039U (en) | 2017-10-13 |
Family
ID=60362695
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720218767.0U Active CN206554039U (en) | 2017-03-07 | 2017-03-07 | A kind of vertical seam type fish channel structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN206554039U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108589673A (en) * | 2018-04-02 | 2018-09-28 | 三峡大学 | A kind of raising shunting fish pass of the shoal of fish by quantity and type |
CN115162291A (en) * | 2022-07-20 | 2022-10-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Fishway return flow control structure |
-
2017
- 2017-03-07 CN CN201720218767.0U patent/CN206554039U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108589673A (en) * | 2018-04-02 | 2018-09-28 | 三峡大学 | A kind of raising shunting fish pass of the shoal of fish by quantity and type |
CN108589673B (en) * | 2018-04-02 | 2019-11-08 | 三峡大学 | A kind of shunting fish pass for improving the shoal of fish and passing through quantity and type |
CN115162291A (en) * | 2022-07-20 | 2022-10-11 | 中国电建集团贵阳勘测设计研究院有限公司 | Fishway return flow control structure |
CN115162291B (en) * | 2022-07-20 | 2024-05-10 | 中国电建集团贵阳勘测设计研究院有限公司 | Fishway back-stream water flow control structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102747716B (en) | Vertical seam type fishway structure | |
CN104404926B (en) | Dam facing chooses the overfall dam of bank shunting energy dissipating | |
CN104480914B (en) | The fish pass structure that fish pass combines with ship lock and method | |
CN206267111U (en) | Hydraulic engineering river course gate | |
CN103882838B (en) | A kind of sand discharge method of low water head river channel hinge powerplant intakes | |
CN206554039U (en) | A kind of vertical seam type fish channel structure | |
CN205662909U (en) | Take perps formula fishway in rest pond | |
CN112281770B (en) | Flood discharge structure adopting bottom hole and surface hole combined flood discharge and energy dissipation | |
CN206547639U (en) | A kind of vertical seam type fish channel rest pond | |
CN106337401B (en) | Flow-guiding type classified energy-dissipation defoaming siphonic water-collecting well and method before a kind of weir flow | |
CN207567737U (en) | Fish pass | |
CN104805809B (en) | The Forebay of Pumping Station type of falling π dam fluidised form improves devices and methods therefor | |
CN104452693B (en) | Fishway inlet adaptable to water level change and designing method thereof | |
CN106930250A (en) | A kind of communication type hydrostatic fish pass | |
CN202688968U (en) | Vertical connection type fishway | |
CN212742448U (en) | Two diversion tunnel export dissipation structure | |
CN203429607U (en) | Combination high-low threshold stilling pool with flow deflecting structure | |
CN201598621U (en) | Sand discharging and disturbing structure | |
CN105804028B (en) | Detour type fish pass convolution ascent stage rest pond | |
CN209114453U (en) | A kind of fabricated structure for navigation through the gap flow condition | |
CN203904944U (en) | Desilting system at water inlets of power station | |
CN217629677U (en) | System for step ship lock utilizes bubble curtain to cross fish | |
CN102966077A (en) | Novel trash system for power station water inlet | |
CN107419709B (en) | A kind of stilling pond system | |
CN205804299U (en) | Band down-the-hole vertical seam type fish channel structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CP01 | Change in the name or title of a patent holder | ||
CP01 | Change in the name or title of a patent holder |
Address after: 614000 No.94 Jingyang Road, shaping Town, Ebian County, Leshan City, Sichuan Province Patentee after: Guoneng Dadu River shaping Power Generation Co.,Ltd. Address before: 614000 No.94 Jingyang Road, shaping Town, Ebian County, Leshan City, Sichuan Province Patentee before: GUODIAN DADU RIVER SHAPING HYDROPOWER CONSTRUCTION Co.,Ltd. |