CN205152916U - Energy dissipation column type fishway structure - Google Patents
Energy dissipation column type fishway structure Download PDFInfo
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- CN205152916U CN205152916U CN201520981699.4U CN201520981699U CN205152916U CN 205152916 U CN205152916 U CN 205152916U CN 201520981699 U CN201520981699 U CN 201520981699U CN 205152916 U CN205152916 U CN 205152916U
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- Prior art keywords
- perps
- dividing plate
- fish
- breviseptum
- energy dissipating
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- 230000021715 photosynthesis, light harvesting Effects 0.000 title abstract description 9
- 241000251468 Actinopterygii Species 0.000 claims abstract description 62
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 18
- 241000826860 Trapezium Species 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 230000005012 migration Effects 0.000 abstract description 22
- 238000013508 migration Methods 0.000 abstract description 22
- 230000000694 effects Effects 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 3
- 230000002411 adverse Effects 0.000 abstract description 2
- 238000005192 partition Methods 0.000 abstract 4
- 238000004088 simulation Methods 0.000 description 4
- 230000008859 change Effects 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009182 swimming Effects 0.000 description 2
- 241000736160 Cynoscion regalis Species 0.000 description 1
- 241001269238 Data Species 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000000366 juvenile effect Effects 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000004083 survival effect Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
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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
- 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
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- Farming Of Fish And Shellfish (AREA)
Abstract
The utility model discloses an energy dissipation column type fishway structure, which belongs to the technical field of hydraulic and hydroelectric engineering, and comprises two side walls forming a flow passage, a plurality of long partition plates and short partition plates, wherein the long partition plates and the short partition plates are arranged on the inner sides of the two side walls and are oppositely arranged; and energy dissipation columns are further arranged in the pond chambers. This technical scheme is through the reasonable energy dissipation post of arranging in the pool room of fishway, has disturbed the rivers of perps department for the velocity of flow in the fishway reduces, has reached the energy dissipation effect that has fully reduced the rivers resistance, can pass through smoothly in perps department when guaranteeing the fish migration, reduces the fish at the consumption of migration in-process to physical power, improves its migration efficiency, thereby has reduced the adverse effect of hydraulic and hydroelectric engineering fish living environment in to the river course.
Description
Technical field
The utility model belongs to Hydraulic and Hydro-Power Engineering technical field, relates to the engineering that the living environment of fish is repaired in Hydraulic and Hydro-Power Engineering, especially relates to a kind of energy dissipating pillar fish channel structure.
Background technology
Migration be some fish a kind of active, regularly, the cycle movement of directed, cluster, along with the passing of fish life cycle links, repeat every year.Migration is the adaptation result of fish changes in environmental conditions to external world for a long time, be also fish internal physiological Change and Development to a certain extent, the one stimulated to external world must be reacted.By migration, change the life waters of each life period, with the satisfied different life period to the needs of living condition, complete each important vital movement in the history of life smoothly.
The construction in power station has blocked the migration of fish, and this has larger potential threat to the breeding of fish and the ecology in river, and suitable effective fish pass, Yu Lu, fishway can reduce this harm to a great extent.Fish pass, as a kind of fish pass structure helping fish migration and reduce river ecological harm, has purposes widely relative to fish road and fishway.Fish pass due to its structure comparatively ripe, sustainablely cross fish and make to be widely used at home and abroad, but its structure of fish pass is relatively single mostly at present, the patent of invention being CN201210258999.0 as application number discloses a kind of vertical seam type fish channel structure, its structural representation as shown in Figure 1, disturb water (flow) direction and speed by perps design, reach reduction water flow velocity, help fish overcome resistance to water-flow and realize the effect of migration.But simulated experiment finds, at perps outlet side, the fish pass of this structure has occurred that one section of local overcurrent flow velocity is greater than the limit swimming rate of fish and the current of durable swimming rate, just on the necessary way of fish migration, as shown in Figure 2, this position produces greater impact to the migration of fish, make fish consume a large amount of muscle power herein, migration is obstructed, and fish pass whole efficiency is on the low side.
Utility model content
In order to solve the problem, the utility model provides a kind of energy dissipating pillar fish channel structure, thus reaches upset fish pass perps outlet side current, reduces current to greatest extent and fish is formed to the effect of impacting.
The utility model is achieved by following technical solution.
A kind of energy dissipating pillar fish channel structure, comprise the two side of formation runner, be positioned at some long dividing plate inside two side and positioned opposite and breviseptum, described long dividing plate and breviseptum are mounted opposite, describedly between each long dividing plate and end face of breviseptum, form a perps, form a room, pond between described every two group leader's dividing plates and breviseptum, be communicated with by perps between adjacent two rooms, pond; Described long dividing plate is provided with hook-shaped pier nose near perps end side, described hook-shaped pier nose towards contrary with water (flow) direction; Indoor, described pond are also provided with energy dissipating post.
The height of described energy dissipating post is identical with the height of long dividing plate, breviseptum, sidewall.
The angle of inclination of described perps is 45 °, and stitching wide is b.
Described hook-shaped pier nose cross section is a right-angled trapezium, and wherein trapezoidal bond length is 0.49 times that perps stitches wide b, and inclined plane and water (flow) direction form obtuse angle, and hypotenuse is than being 1:3, and the height of hook-shaped pier nose on long divider upright direction is 2 times that perps stitches wide b.
The distance of described energy dissipating post distance breviseptum side sidewall is 3 times that perps stitches wide b, and the distance of distance dividing plate is 2 times that perps stitches wide b.
The length of described long dividing plate is 3 times of breviseptum length.
After described breviseptum is positioned at long dividing plate, length is 1.6 times that perps stitches wide b.
The thickness of described long dividing plate, breviseptum and sidewall is 0.17 times that perps stitches wide b.
The beneficial effects of the utility model are:
A kind of energy dissipating pillar fish channel structure described in the utility model, reasonably energy dissipating post is arranged by indoor in the pond of fish pass, the current at perps place are upset, flow rate of water flow in fish pass is reduced, reach the effect of energy dissipation substantially reducing resistance to water-flow, can pass through smoothly at perps place when guaranteeing fish migration, reduce fish in migration process to the consumption of muscle power, improve its migration efficiency, thus reduce the adverse effect of Hydraulic and Hydro-Power Engineering to Fish Survival environment in river course.
Accompanying drawing explanation
Fig. 1 is the structural representation of vertical seam type fish channel in prior art;
The flow rate of water flow simulation drawing that Fig. 2 is structure shown in Fig. 1;
Fig. 3 is structural representation of the present utility model;
Fig. 4 is structural rate illustration one of the present utility model;
Fig. 5 is structural rate illustration two of the present utility model;
Fig. 6 is the flow rate of water flow simulation drawing of the utility model structure.
In figure: 1-sidewall, the long dividing plate of 2-, 3-energy dissipating post, 4-section dividing plate, the hook-shaped pier nose of 5-, room, 6-pond, 7-perps.
Detailed description of the invention
The technical solution of the utility model is further described below in conjunction with accompanying drawing, but described in claimed scope is not limited to.
As illustrated in figures 3-6, a kind of energy dissipating pillar fish channel structure described in the utility model, comprise the two side 1 of formation runner, be positioned at some long dividing plate 2 inside two side 1 and positioned opposite and breviseptum 4, described long dividing plate 2 is mounted opposite with breviseptum 4, describedly between each long dividing plate 2 and end face of breviseptum 4, form a perps 7, form a room, pond 6 between described every two group leader's dividing plates 2 and breviseptum 4, be communicated with by perps 7 between adjacent two rooms, pond 6; Described long dividing plate 2 is provided with hook-shaped pier nose 5 near perps end side, described hook-shaped pier nose 5 towards contrary with water (flow) direction; Energy dissipating post 3 is also provided with in room, described pond 6.
The height of described energy dissipating post 3 is identical with the height of long dividing plate 2, breviseptum 4, sidewall 1, and the location arrangements of energy dissipating post 3 in room, pond, by the multiple different deployment scenarios of numerical simulation, adopts the optimal structure of effect of energy dissipation.
The angle of inclination of described perps 7 is 45 °, and stitching wide is b; Spacing between described adjacent two long dividing plates 2, adjacent two breviseptums 4 is 10 times that perps 7 stitches wide b; Spacing between described two side 1 is 8 times that perps 7 stitches wide b; The thickness of described long dividing plate 2, breviseptum 4 and sidewall 1 is about perps 7 stitches wide b 17% ~ 20%.
Described hook-shaped pier nose 5 cross section is a right-angled trapezium, and wherein trapezoidal bond length is 0.49 times that perps 7 stitches wide b, and inclined plane and water (flow) direction form obtuse angle, and hypotenuse is than being 1:3, and the height of hook-shaped pier nose 5 in long dividing plate 2 vertical direction is 2 times that perps 7 stitches wide b.
Described energy dissipating post 3 is 3 times that perps 7 stitches wide b apart from the distance of breviseptum 4 side sidewall, the distance of distance dividing plate 2 is 2 times that perps 7 stitches wide b, just in time be positioned in the middle of the fastest part of flow rate of water flow that flows out from perps 7, can not be impacted by perps 7 fish again.
The length of described long dividing plate 2 is 3 times of breviseptum 4 length, and after breviseptum 4 is positioned at long dividing plate 2, length is 1.6 times that perps 7 stitches wide b.
Embodiment
When building fish pass, described sidewall 1, dividing plate 2 and energy dissipating post 3 adopt reinforced concrete structure, adopt the pattern of concrete cast-in-situ or the pattern of precast plate, fish pass base plate and energy dissipating post monobloc cast.The long dividing plate 2 of fish pass and breviseptum 4 are divided into room, multiple pond 6 fish pass, and current first flow through long dividing plate 2, under the guiding on hook-shaped pier nose 5 inclined-plane, flow to perps 7 place, and are passed through by the perps 7 between long dividing plate 2 and breviseptum 4, enter room, next pond 6.Fish then goes in the same direction from breviseptum 4 side and water (flow) direction, due to current by perps 7 time, flow velocity is very large, very large to the resistance of fish migration.By arranging energy dissipating post 3 near the perps 7 between long dividing plate 2 and breviseptum 4, make current can more fully blending in the process flowing to room, next pond 6 from room, a pond 6, strengthen its effect of energy dissipation, reduce the flow rate of water flow at perps place, room, pond 6, the resistance that the fish reducing migration are subject to.Thus make fish pass fish pass to be more prone to, to make part flow rate of water flow meet the requirement of the most weak fish migration of Burden-Swimming Ability of KM, and then increase the quantity of fish through fish pass, reduce the construction of hydropower stations to the impact of fish migration.
By simulation, choose the optimum position arrangement diagram of energy dissipating post 3 and the arrangement diagram size of each long dividing plate 2 and breviseptum 4.Current come from hook-shaped pier nose 5 front end stream, flow through from perps 7, due to the inclined design of perps 7, guide current direction long dividing plate 2 direction deflection, herein, current converge, and flow velocity is very fast, and the water flowed out from perps 7 just in time impacts on energy dissipating post 3, thus broken up out, form turbulent flow, as shown in Figure 6.In the current forming turbulent flow, water velocity is uneven, and fish can search out the slower position of current in migration to perps 7 place, pass from perps 7, then swim across the room, pond 6 that current are comparatively tranquil, by lower one perps, enter room, next pond, upstream go gradually, complete migration mileage.
As shown in Figure 6, under the structure in the utility model, in fish pass, the flow velocity of current obviously reduces.The location arrangements of this energy dissipating post obtains through a large amount of analogue datas, and its current are upset by just just the fastest to flow rate of water flow place, can reach best effect of energy dissipation, and can meet the migration demand of multiple fish, crosses dam demand comprising juvenile fish and prelarva.The technical program structure is simple, easily builds, is all better than similar fish channel structure technically and economically.
Above-mentioned performance is only for example; make feature of the present utility model clearly and easy understand simultaneously; protection domain of the present utility model is not limited to the concrete form that embodiment is stated, its protection domain also comprises those skilled in the art and conceives the equivalent technologies means that can expect according to this patent.
Claims (8)
1. an energy dissipating pillar fish channel structure, comprise the two side (1) of formation runner, be positioned at inner side, two side (1) and some long dividing plate (2) positioned opposite and breviseptum (4), described long dividing plate (2) and breviseptum (4) are mounted opposite, describedly between each long dividing plate (2) and end face of breviseptum (4), form a perps (7), form a room, pond (6) between described every two group leader's dividing plates (2) and breviseptum (4), be communicated with by perps (7) between adjacent two rooms, pond (6); Described long dividing plate (2) is provided with hook-shaped pier nose (5) near perps end side, described hook-shaped pier nose (5) towards contrary with water (flow) direction; It is characterized in that: in room, described pond (6), be also provided with energy dissipating post (3).
2. a kind of energy dissipating pillar fish channel structure according to claim 1, is characterized in that: the height of described energy dissipating post (3) is identical with the height of long dividing plate (2), breviseptum (4), sidewall (1).
3. a kind of energy dissipating pillar fish channel structure according to claim 1, is characterized in that: the angle of inclination of described perps (7) is 45 °, and stitching wide is b.
4. a kind of energy dissipating pillar fish channel structure according to claim 1, it is characterized in that: described hook-shaped pier nose (5) cross section is a right-angled trapezium, wherein trapezoidal bond length is 0.49 times that perps (7) stitches wide b, inclined plane and water (flow) direction form obtuse angle, hypotenuse is than being 1:3, and the height of hook-shaped pier nose (5) in long dividing plate (2) vertical direction is 2 times that perps (7) stitches wide b.
5. a kind of energy dissipating pillar fish channel structure according to claim 1, it is characterized in that: the distance of described energy dissipating post (3) distance breviseptum (4) side sidewall is 3 times that perps (7) stitches wide b, and the distance of distance dividing plate (2) is 2 times that perps (7) stitches wide b.
6. a kind of energy dissipating pillar fish channel structure according to claim 1, is characterized in that: the length of described long dividing plate (2) is 3 times of breviseptum (4) length.
7. a kind of energy dissipating pillar fish channel structure according to claim 1, is characterized in that: after described breviseptum (4) is positioned at long dividing plate (2), and length is 1.6 times that perps (7) stitches wide b.
8. a kind of energy dissipating pillar fish channel structure according to claim 1, is characterized in that: the thickness of described long dividing plate (2), breviseptum (4) and sidewall (1) is 0.17 times that perps (7) stitches wide b.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520981699.4U CN205152916U (en) | 2015-11-27 | 2015-11-27 | Energy dissipation column type fishway structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520981699.4U CN205152916U (en) | 2015-11-27 | 2015-11-27 | Energy dissipation column type fishway structure |
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| CN205152916U true CN205152916U (en) | 2016-04-13 |
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| CN201520981699.4U Active CN205152916U (en) | 2015-11-27 | 2015-11-27 | Energy dissipation column type fishway structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442503A (en) * | 2015-11-27 | 2016-03-30 | 中国电建集团贵阳勘测设计研究院有限公司 | Fishway with energy dissipation columns |
| CN113136845A (en) * | 2021-04-28 | 2021-07-20 | 中国葛洲坝集团第一工程有限公司 | Migration type ecological fishway and construction method |
-
2015
- 2015-11-27 CN CN201520981699.4U patent/CN205152916U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442503A (en) * | 2015-11-27 | 2016-03-30 | 中国电建集团贵阳勘测设计研究院有限公司 | Fishway with energy dissipation columns |
| CN113136845A (en) * | 2021-04-28 | 2021-07-20 | 中国葛洲坝集团第一工程有限公司 | Migration type ecological fishway and construction method |
| CN113136845B (en) * | 2021-04-28 | 2024-06-25 | 中国葛洲坝集团第一工程有限公司 | Migration type ecological fishway and construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |