CN107700441A - Compound fish channel structure on Narrow Valleys landform dam - Google Patents
Compound fish channel structure on Narrow Valleys landform dam Download PDFInfo
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- CN107700441A CN107700441A CN201711166984.0A CN201711166984A CN107700441A CN 107700441 A CN107700441 A CN 107700441A CN 201711166984 A CN201711166984 A CN 201711166984A CN 107700441 A CN107700441 A CN 107700441A
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- 241000251468 Actinopterygii Species 0.000 title claims abstract description 72
- 150000001875 compounds Chemical class 0.000 title claims abstract description 35
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 74
- 230000007704 transition Effects 0.000 claims abstract description 49
- 230000005012 migration Effects 0.000 claims abstract description 40
- 238000013508 migration Methods 0.000 claims abstract description 40
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 16
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 6
- 230000008859 change Effects 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000008676 import Effects 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 239000003643 water by type Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000006870 function Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
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- 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
- E02B8/08—Fish passes or other means providing for migration of fish; Passages for rafts or boats
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Abstract
The invention discloses the compound fish channel structure on a kind of Narrow Valleys landform dam, belongs to Hydraulic and Hydro-Power Engineering annex design-build technical field.A kind of compact-sized, compound fish channel structure on Narrow Valleys landform dam to occupy little space is provided.Described compound fish channel structure is included in the high concrete dam that multiple fishway exits are set on the dam body of upstream side, and described compound fish channel structure also includes migration transition passage and multigroup water culvert excessively；Each described fishway exit vertically arranged for interval on described high concrete dam；Water culvert of crossing described in each group after passing through the high concrete dam along water (flow) direction is connected with each described fishway exit correspondingly respectively, the downstream side ports that water culvert is crossed described in each group are connected with corresponding site of the central axis in the migration transition passage of water (flow) direction respectively, and described compound fish channel structure is connected by described migration transition passage with the water body in downstream.
Description
Technical field
The present invention relates to a kind of compound fish channel structure, more particularly, to the compound fish on a kind of Narrow Valleys landform dam
Road structure, belong to Hydraulic and Hydro-Power Engineering annex design-build technical field.
Background technology
Fish pass is the passage for fish migration.Described with popular language, some fish, which have from lower reaches of river, to be migrated to river
The habit of upstream spawning is flowed, after river has blocked river because artificial origin has such as built checkdam, fish are upstream whirled
The passage of trip will be destroyed.In order to protect the habit of fish, it is necessary to which passing through dam builds artifical flume as fish migration
Passage, i.e. referred to as fish pass.Current enter fish pass from upstream, flow out fish pass from downstream, but fish are from downstream into fish pass, from upper
Fish pass is swum out of, thus fish pass upstream intake is referred to as fishway exit, and fish pass downstream delivery port is fish pass import.
In order to realize that fish pass crosses the purpose of fish, fish pass usually requires to meet claimed below：First, depth of water requirement, fish pass domestic demand
Keep 1.0~1.5m depth of waters；2nd, slope requirement, in order that fish can be along current upstream migration, flow rate of water flow in fish pass
It is less than the speed of fish migration, this requires fish pass to need to keep a relatively slow and stable gradient；3rd, when upper pond level becomes
During change, fishway exit needs the measure that can adapt to SEA LEVEL VARIATION, it is ensured that under various water levels, it is long-term in fish pass keep 1.0~
1.5m the depth of water.
In order to meet above-mentioned requirements, at present frequently with following two fishway exit arrangements in engineering：
1 existing program one
Fishway exit is arranged in checkdam upstream by the program, and sets multiple fishes simultaneously in eulittoral zone interior edge elevation
Road is exported, and each outlet is controlled using 1 bulkhgead gate.The characteristics of structure, is：1st, fishway exit is arranged
In checkdam upstream；2nd, in upper pond level luffing area, fish pass multiple outlets along elevation arrangement, each fishway exit is on elevation
It is mutually linked；3rd, each fishway exit arranges the lower stream that sluices of 1 plate steel gate control.The major advantage of the structure is：
In upper pond level luffing area, each elevation section is arranged with fishway exit, when upper pond level is located at a certain elevation, only needs to open
The gate of corresponding elevation fishway exit, and close the gate of other fishway exits, you can meet 1.0~1.5m depth of waters in fish pass
It is required that.The major defect of the structure is：1st, fishway exit is arranged in upstream, longer to length along river, corresponding excavated volume
Or concrete works amount is larger, fish pass construction investment is larger；2nd, fishway exit quantity is more, and needs the feelings according to upper pond level
Condition, each gate opening and closing are carried out in time, when upper pond level amplitude of fluctuation is larger, changes more frequent, fishway exit gate
Operation control is also relatively complicated.
2 existing programs two
Fishway exit is combined arrangement with checkdam by the program, and is set gradually along the dash axis of dam in eulittoral zone more
Individual fishway exit, each fishway exit is controlled using 1 bulkhgead gate.The advantages of structure, is：1st, by fishway exit with
Checkdam combines arrangement, is arranged successively along the dash axis of dam in each fishway exit horizontal direction, elevation is mutually linked on direction, phase
Adjacent fishway exit is connected by the linking channel in downstream, and lowest elevation fishway exit is connected by being connected channel with fish pass import；
2nd, for single fishway exit, upper middle part is provided with 1 plate work gate opening/closing, and downstream sets linking channel and next stage fish
Road outlet connects.The major defect of the structure is：1st, to adapt to the requirement of range of stage, upstream needs more along axis of dam setting
Individual fishway exit, it is impossible to suitable for the checkdam of Narrow Valleys；2nd, because each fishway exit is both needed to set 1 plate work lock
Door, and need, according to the situation of upper pond level, to carry out each gate opening and closing in time, when upper pond level amplitude of fluctuation is larger,
When changing more frequent, the operation control of fishway exit gate is also relatively complicated.
The content of the invention
The technical problems to be solved by the invention are：A kind of compact-sized, Narrow Valleys landform to occupy little space is provided
Compound fish channel structure on dam.
Technical scheme is used by solve above-mentioned technical problem：A kind of compound fish on Narrow Valleys landform dam
Road structure, including high concrete dam and the multiple fishway exits being arranged on the high concrete dam upstream side dam body, described answers
Fish channel structure is closed also including migration transition passage and the quantity multigroup excessively water culvert suitable with the fishway exit quantity；Each institute
The fishway exit stated vertically arranged for interval on described high concrete dam；It is high along water (flow) direction through the concrete
Water culvert of crossing described in each group behind dam is connected with each described fishway exit correspondingly respectively, and water is crossed described in each group and is contained
The downstream side ports in hole connect with corresponding site of the central axis in the migration transition passage of water (flow) direction respectively, described
Compound fish channel structure connected by described migration transition passage with the water body in downstream.
The beneficial effects of the invention are as follows：The application passes through a set of including migration transition passage and quantity and the fish in setting
The suitable multigroup compound fish channel structure for crossing water culvert of road export volume, and by each described fishway exit in described coagulation
Vertically arranged for interval on native high dam, then again by each group along water (flow) direction through the high concrete dam described in mistake
Water culvert is connected with each described fishway exit correspondingly respectively, and makes the downstream side ports that water culvert is crossed described in each group
Connected respectively with corresponding site of the central axis in the migration transition passage of water (flow) direction, make described compound fish pass knot
Structure connects the compound fish channel structure for forming complete set by described migration transition passage with the water body in downstream.The application fills
Dividing using the river in Narrow Valleys landform after checkdam is built up, dam body is typically all higher, and protective slope structure is all especially precipitous,
So that change of the depth of water along river course width especially rapidly the characteristics of, need edge so as to also solve existing fishway exit
The technical problem for the arrangement that river width direction gradually reduces to the korneforos heart, realize each described fishway exit described
Arranged for interval is vertically carried out on high concrete dam, and then the length of concrete checkdam construction can be substantially reduced, is subtracted
The small journey digging amount that goes into operation, and the structure of whole compound fish channel structure is become compact, reach the purpose to occupy little space.
It is further vertically spaced apart each described fishway exit, on the high concrete dam
Swim and be divided into two row arranged for interval along river course width on the dam body of side；The wherein one vertically spaced apart each institute of row
Fishway exit is stated, is mutually staggered on elevation between another vertically spaced apart each fishway exit of row.
Such scheme it is preferable that, in the described fishway exit of two row that are staggeredly arranged on elevation, a row
In single fishway exit floor elevation and the single fishway exit of corresponding position in adjacent another row top plate elevation
In same horizontal plane.
It is further that described migration transition passage includes enclosing well, turn to landing slab and connecting transition ramp, described
The connection that is gradually reduced by described steering landing slab elevation of connection transition ramp is an entirety, be connected to one it is whole
The connection transition ramp of body synthesizes described migration transition passage, mistake described in each group with turning to landing slab by the described well group that encloses
The elevation of the elevation of the downstream side ports of water culvert and the steering landing slab of corresponding position is adapted, and described migration transition is led to
Water (flow) direction of the road by the longitudinal centre line for connecting transition ramp perpendicular to river course.
It is further that migration power-assisted projection is additionally provided with described connection transition ramp.
It is further to be also preset with cut-out mounting hole respectively in crossing on water culvert described in each group.
It is further that the cut-out mounting hole crossed described in each group on same vertical curve on water culvert is in horizontal plane
Interior projection is completely overlapped.
Brief description of the drawings
Fig. 1 is the horizontal layout schematic diagram of the compound fish channel structure on Narrow Valleys landform dam of the present invention；
Fig. 2 is Fig. 1 A-A sectional views；
Fig. 3 is Fig. 1 B-B sectional views；
Fig. 4 is the A-A sectional views of Fig. 1 another structure；
Fig. 5 is the B-B sectional views of Fig. 1 another structure.
In figure mark for：High concrete dam 1, fishway exit 2, migration transition passage 3, cross water culvert 4, center line 5, enclose well
6th, turn to landing slab 7, connection transition ramp 8, migration power-assisted projection 9, cut-out mounting hole 10.
Embodiment
As shown in Figure 1, Figure 2, it is that one kind provided by the invention is compact-sized shown in Fig. 3, Fig. 4 and Fig. 5, what is occupied little space is narrow
Compound fish channel structure on narrow river valley landform dam.Described compound fish channel structure includes high concrete dam 1 and is arranged on this
Multiple fishway exits 2 on the upstream side dam body of high concrete dam 1, described compound fish channel structure also include migration transition passage 3
The multigroup excessively water culvert 4 suitable with the quantity of fishway exit 2 with quantity；Each described fishway exit 2 is in described coagulation
Vertically arranged for interval on native high dam 1；Water of crossing described in each group after passing through the high concrete dam 1 along water (flow) direction is contained
Hole 4 is connected with each described fishway exit 2 correspondingly respectively, and the downstream side ports difference of water culvert 4 is crossed described in each group
Connected with corresponding site of the center line 5 perpendicular to the migration transition passage 3 of water (flow) direction, described compound fish channel structure leads to
Described migration transition passage 3 is crossed to connect with the water body in downstream.The application passes through a set of including migration transition passage 3 in setting
Suitable with the quantity of fishway exit 2 with quantity multigroup compound fish channel structure for crossing water culvert 4, and by each described fish pass
The vertically arranged for interval on described high concrete dam 1 of outlet 2, then will pass through the concrete along water (flow) direction again
Water culvert 4 of crossing described in each group of high dam 1 is connected with each described fishway exit 2 correspondingly respectively, and makes each group institute
The downstream side ports of water culvert 4 were stated respectively to center line 5 perpendicular to the corresponding portion of the migration transition passage 3 of water (flow) direction
Position connection, described compound fish channel structure is set to connect composition with the water body in downstream by described migration transition passage 3 a set of
Complete compound fish channel structure.The application makes full use of the river in Narrow Valleys landform, and dam body is general after checkdam is built up
It is all higher, and protective slope structure is all especially precipitous so that change of the depth of water along river course width especially rapidly the characteristics of, so as to
Can also solve the technical problem for the arrangement that existing fishway exit needs gradually reduce along river course width to the korneforos heart, realize
Each described fishway exit is vertically subjected to arranged for interval on described high concrete dam, and then can be dropped significantly
The length of low concrete checkdam construction, reduce the journey digging amount that goes into operation, and the structure of whole compound fish channel structure is become compact, reach
To the purpose to occupy little space.
In above-mentioned embodiment, in order to ensure that each point along depth of water direction kept water function at any time, along vertical
The spaced apart each described fishway exit 2 in direction, along river width side on the dam body of the upstream side of high concrete dam 1
To being divided into two row arranged for interval；Vertically spaced apart each fishway exit 2 in wherein one row, with another row
Mutually stagger on elevation between vertically spaced apart each fishway exit 2 of middle corresponding position；And
In the described fishway exit 2 of two row that are staggeredly arranged on elevation, the floor elevation of a list fishway exit 2 with it is adjacent
The top plate elevation of another list fishway exit 2 be located in same horizontal plane.
Meanwhile for flow velocity of the current in migration transition passage 3 that ensure to drop, meanwhile, facilitate again migration transition passage 3 with
The connection crossed between water culvert 4, described migration transition passage 3 include enclosing well 6, turn to landing slab 7 and connecting transition ramp 8,
The connection that described connection transition ramp 8 is gradually reduced by described steering landing slab 7 elevation as building ladder step is one
Individual entirety, the connection transition ramp 8 for being connected to an entirety are combined into institute with turning to landing slab 7 by the described well 6 that encloses
The migration transition passage 3 stated, the elevation of downstream side ports and the steering landing slab of corresponding position of mistake water culvert 4 described in each group
7 elevation is adapted, and described migration transition passage 3 is by the longitudinal centre line of the connection transition ramp 8 perpendicular to river course
Water (flow) direction.Now, when the gradient using connection transition ramp 8 is larger, described steering platform 7 can be arranged to wrap
The structure that port turns to platform and transition turns to platform is included, the port turns to the elevation of platform and the described of corresponding site crosses water
The elevation of the downstream side ports of culvert 4 is adapted, and described transition turns to the two neighboring institute that platform is arranged in same vertical curve
The port stated turns to the centre of platform.
Further, in order to facilitate the migration of fish, it is convex on described connection transition ramp 8 to be additionally provided with migration power-assisted
Play 11.And the water culvert 4 of crossing for being not required to water for convenience is maintained at dissengaged positions, also divide in crossing on water culvert 4 described in each group
Cut-out mounting hole 10 is not preset with；Now, the cut-out mounting hole crossed described in each group on same vertical curve on water culvert 4
10 preferably to select arrangement completely overlapped for projection in the horizontal plane.
In summary, the beneficial effect of the application is：
1st, fish pass is arranged with checkdam structure in two separate ranks, with excavation of the existing program one than that can greatly save fishway exit
And concrete works amount；Compare with existing program two, length of the checkdam that fishway exit takes along axis of dam direction is smaller, can
Adapt to the orographic condition of Narrow Valleys.
2nd, same row fishway exit shares one of gate slot and a fan bulkhgead gate, can save gate and headstock gear framed bent
Deng investment；Because gate quantity reduces, the operation control of gate is also more simple；Certainly, two row fishway exits can also be total to
With 1 gantry crane, to save the investment of gate and equipment etc.；Due to gate quantity reduce, along with Stoplog gate is highly small,
In light weight, the operation control of gate is also more simple.
3rd, for above-mentioned structure, when upper pond level is located at certain fishway exit working water level section, two row are passed through
The gate of fish pass closes the aperture below the fishway exit floor elevation, you can and the fishway exit is in over-current state, and
Following fishway exit is closed；Thus, under any upper pond level, only 1 upper pond level can be remained
Neighbouring fishway exit is in over-current state；When upper pond level changes, two row fishway exits are suitably lifted or reduced
Gate, the switching for excessively stream fishway exit can be realized, reach the requirement for adapting to upper pond level luffing.
Embodiment one
The key structural feature of the present embodiment：
A. fishway exit is combined arrangement with checkdam in two separate ranks, and the axis of same row fishway exit overlaps, upper and lower layer fish pass
The floor elevation difference 2h of outlet, two row fishway exits stagger on elevation, horizontally adjacent two fishway exits floor elevation phase
Poor h；
B. same row fishway exit shares one of gate slot, gate slot bottom elevation and the minimum one-level fishway exit bottom plate of the row
Elevation flushes, and using Stoplog gate dash, monolithic Stoplog gate is highly 2h, and two row fishway exits share 1 gantry crane, gate-type
Crane is moved by wharf portal crane track between two row fishway exits；
C. two horizontally adjacent row fishway exits are connected by the connection channel after being arranged in checkdam dam.
The beneficial effect of the present embodiment is：
A. fishway exit is combined arrangement with checkdam, can greatly save fishway exit foundation excavation and structural concrete work
Cheng Liang, be advantageous to save construction investment；
B. fishway exit in two separate ranks, layered arrangement, fishway exit take checkdam it is smaller along axis of dam direction length, energy
Enough adapt to the orographic condition of Narrow Valleys；
C. same row fishway exit shares one of gate slot, and using Stoplog gate dash, two row fishway exits share 1 gate-type
Crane, the investment of gate and opening and closing device can be saved significantly on；
D. compare with existing program one, two, gate quantity substantially reduces；Further, since Stoplog gate is highly small, in light weight, two
The Stoplog gate pattern of row fishway exit is identical, and the operation of gate, control, maintenance etc. are also simpler.
E. for the fishway exit structure：
A), will be all by gantry crane and hawser when reservoir level is less than minimum one-level fishway exit bottom elevation
Stoplog gate is sling, you can realizes the maintenance of Stoplog gate, as shown in Figure 2；
B) when reservoir level is located at the 1st grade of (minimum one-level) fishway exit working water level section, gantry crane is passed through
All Stoplog gates are fallen with hawser, you can realize the excessively stream of the 1st grade of fishway exit；
C) when reservoir level is located at the 2nd grade of fishway exit working water level section, by gantry crane and hawser by the 1st
Lock under the Stoplog gate of level fishway exit, you can realize the excessively stream of the 2nd grade of fishway exit；
D) when reservoir level is located at 3rd level fishway exit working water level section, by gantry crane and hawser by
1st, lock under the Stoplog gate of 2 grades of fishway exits, you can realize the excessively stream of 3rd level fishway exit；
E) by that analogy, when upper pond level is located at certain fishway exit working water level section, gantry crane need to only be passed through
With hawser by lock under the Stoplog gate of following fishway exit, you can realize that only having the fishway exit is in over-current state；Work as upper water
When position changes, it only need to suitably increase or reduce the Stoplog gate of two row fishway exits, can realize and excessively stream fish pass is gone out
The switching of mouth, adapts to the change of upper pond level, as shown in Figure 3；
F) when upper pond level is higher, does not allow fishway exit excessively stream, need to will only own by gantry crane and hawser
Fishway exit Stoplog gate under lock, you can all fishway exits is in the state of not excessively stream.
Embodiment two
The key structural feature of the present embodiment：
A. fishway exit is equally combined arrangement with checkdam in two separate ranks, and the axis of same row fishway exit overlaps, upper and lower layer
The floor elevation difference 2h of fishway exit, two row fishway exits stagger on elevation, and horizontally adjacent two fishway exit bottom plates are high
Journey differs h；
B. same row fishway exit shares a fan bulkhgead gate, and gate height is [2n-1] × h, passes through checkdam dam crest cloth
The headstock gear framed bent and hawser put open and close, minimum one-level fishway exit bottom elevation-gate slot bottom elevation >=gate height=[2n-
1]×h；
C. two horizontally adjacent row fishway exits are connected by the connection channel after being arranged in checkdam dam.
The beneficial effect of the present embodiment is：
A. fishway exit is combined arrangement with checkdam, can greatly save fishway exit foundation excavation and structural concrete work
Cheng Liang, be advantageous to save construction investment；
B. fishway exit in two separate ranks, layered arrangement, fishway exit take checkdam it is smaller along axis of dam direction length, energy
Enough adapt to the orographic condition of Narrow Valleys；
C. same row fishway exit shares one of gate slot and a fan bulkhgead gate, can save gate and headstock gear framed bent
Deng construction investment；Because gate quantity is reduced, operation control is also more simple；
D. for the fishway exit structure：
A) when reservoir level is less than minimum one-level fishway exit bottom elevation, by headstock gear framed bent and hawser by two fan brakes
Door rises and is hung in more than checkdam crest elevation, you can completes the maintenance of gate, as shown in Figure 4；
B) when reservoir level is higher than minimum one-level fishway exit bottom elevation, and fishway exit is without lower sluicing stream, only need
Two fan brake doors are dropped into relevant position, you can realize the Close All of gate, let out under fishway exit non-water flow；
C) when reservoir level is located at the 1st grade of fishway exit working water level section, on the basis of gate is fully closed, by left side
Gate declines h, you can the 1st grade of fishway exit single hole aerial drainage is realized, and the fishway exit of following elevation is in the shape for closing dash
State；
D) when reservoir water level descending to the 2nd grade of fishway exit working water level section, by the way that right side gate is declined into h, i.e.,
The 2nd grade of fishway exit single hole aerial drainage can be achieved, the fishway exit of following elevation is in the state for closing dash；
E) when reservoir level is located at minimum 1 grade of fishway exit working water level section, two fan brake Men Jun are reduced to fish pass
Export below floor elevation, you can realize the excessively stream of minimum 1 grade of fishway exit.
By that analogy, when upper pond level is located at certain fishway exit working water level section, opening for two fan brake doors need to only be adjusted
Closed state, you can realize that the fishway exit is in over-current state, and following fishway exit is closed；Work as upper pond level
When changing, two fan brake doors suitably only need to be lifted and reduced, the switching to excessively stream fishway exit can be realized, adapt to upstream
The change of water level, as shown in Figure 5.
Claims (8)
1. the compound fish channel structure on a kind of Narrow Valleys landform dam, including high concrete dam (1) and it is arranged on the coagulation
Multiple fishway exits (2) on the dam body of native high dam (1) upstream side, it is characterised in that：Described compound fish channel structure also includes whirling
Swim transition passage (3) and quantity it is suitable with the fishway exit (2) quantity it is multigroup mistake water culvert (4)；Each described fish pass
Export (2) vertically arranged for interval on described high concrete dam (1)；The high concrete dam is passed through along water (flow) direction
(1) the water culvert (4) of crossing described in each group after is connected with each described fishway exit (2) correspondingly respectively, each group institute
The downstream side ports of water culvert (4) were stated respectively with center line (5) perpendicular to the migration transition passage (3) of water (flow) direction
Corresponding site is connected, and described compound fish channel structure is connected by described migration transition passage (3) with the water body in downstream.
2. the compound fish channel structure on Narrow Valleys landform dam according to claim 1, it is characterised in that：Along vertically
The spaced apart each described fishway exit (2) in direction, it is wide along river course on the dam body of the high concrete dam (1) upstream side
Degree direction is divided into two row arranged for interval；The wherein one vertically spaced apart each fishway exit (2) of row is and another
Mutually stagger on elevation between the vertically spaced apart each fishway exit (2) of row.
3. the compound fish channel structure on Narrow Valleys landform dam according to claim 2, it is characterised in that：In elevation
On in the described fishway exit (2) of two row that are staggeredly arranged, the floor elevation and phase of the single fishway exit (2) in a row
The top plate elevation of the single fishway exit (2) of corresponding position is located in same horizontal plane in adjacent another row.
4. according to the compound fish channel structure on Narrow Valleys landform dam according to any one of claims 1 to 3, its feature
It is：Described migration transition passage (3) includes enclosing well (6), turns to landing slab (7) and connection transition ramp (8), described company
It is an entirety to take over the connection crossed ramp (8) and gradually reduced by described steering landing slab (7) elevation, is connected to one
Individual overall connection transition ramp (8) with turn to landing slab (7) by it is described enclose well (6) and be combined into described migration transition lead to
Road (3), the elevation of the elevation of the downstream side ports of mistake water culvert (4) and the steering landing slab (7) of corresponding position described in each group
It is adapted, water of the described migration transition passage (3) by the longitudinal centre line for connecting transition ramp (8) perpendicular to river course
Flow direction.
5. the compound fish channel structure on Narrow Valleys landform dam according to claim 4, it is characterised in that：Described
Connection transition ramp (8) on to be additionally provided with migration power-assisted raised (9).
6. the compound fish channel structure on Narrow Valleys landform dam according to claim 5, it is characterised in that：In each group
Described crossing on water culvert (4) is also preset with cut-out mounting hole (10) respectively.
7. the compound fish channel structure on Narrow Valleys landform dam according to claim 6, it is characterised in that：Positioned at same
The projection of the cut-out mounting hole (10) crossed described in each group on one vertical curve on water culvert (4) in the horizontal plane is completely overlapped.
8. the compound fish channel structure on Narrow Valleys landform dam according to claim 1, it is characterised in that：Described
Migration transition passage (3) on install that to be equipped with migration power-assisted raised (9).
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| CN201711166984.0A CN107700441A (en) | 2017-11-21 | 2017-11-21 | Compound fish channel structure on Narrow Valleys landform dam |
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| CN201711166984.0A CN107700441A (en) | 2017-11-21 | 2017-11-21 | Compound fish channel structure on Narrow Valleys landform dam |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083084A (en) * | 2018-07-27 | 2018-12-25 | 肖政宏 | A kind of auxiliary shoal of fish enters sill may upstream device |
| CN111893965A (en) * | 2020-07-21 | 2020-11-06 | 长江勘测规划设计研究有限责任公司 | Fishway outlet structure adapting to large water level amplitude variation and fish passing method thereof |
| CN115492062A (en) * | 2022-11-16 | 2022-12-20 | 中国电建集团华东勘测设计研究院有限公司 | Spiral laminated fishway outlet structure suitable for large water level amplitude |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0734435A (en) * | 1993-07-27 | 1995-02-03 | Dam Suigenchi Kankyo Seibi Center | Sluice chamber type fishway equipment for dam |
| JPH0782727A (en) * | 1993-09-13 | 1995-03-28 | Ishikawajima Harima Heavy Ind Co Ltd | Fishway device |
| JP2000290980A (en) * | 1999-04-09 | 2000-10-17 | Hokoku Kogyo Co Ltd | Fishway facility with hydro-power station |
| JP2001152434A (en) * | 1999-11-25 | 2001-06-05 | Kes:Kk | Movable type fish-pass waterway facility |
| KR100955709B1 (en) * | 2008-12-30 | 2010-05-04 | 이지현 | Fish way |
| CN104099910A (en) * | 2014-07-02 | 2014-10-15 | 三峡大学 | Fishway with automatically-lifting water level |
| CN105484213A (en) * | 2015-12-25 | 2016-04-13 | 长江勘测规划设计研究有限责任公司 | Tunnel type multi-outlet nature-like fish way |
| CN205348128U (en) * | 2015-12-25 | 2016-06-29 | 长江勘测规划设计研究有限责任公司 | Nature fishway is imitated to tunnel formula multiple exit |
| CN106522177A (en) * | 2016-11-18 | 2017-03-22 | 中国电建集团成都勘测设计研究院有限公司 | Fishway system arranged inside water retaining dam |
| CN207484433U (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 | Compound fish channel structure on Narrow Valleys landform dam |
-
2017
- 2017-11-21 CN CN201711166984.0A patent/CN107700441A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0734435A (en) * | 1993-07-27 | 1995-02-03 | Dam Suigenchi Kankyo Seibi Center | Sluice chamber type fishway equipment for dam |
| JPH0782727A (en) * | 1993-09-13 | 1995-03-28 | Ishikawajima Harima Heavy Ind Co Ltd | Fishway device |
| JP2000290980A (en) * | 1999-04-09 | 2000-10-17 | Hokoku Kogyo Co Ltd | Fishway facility with hydro-power station |
| JP2001152434A (en) * | 1999-11-25 | 2001-06-05 | Kes:Kk | Movable type fish-pass waterway facility |
| KR100955709B1 (en) * | 2008-12-30 | 2010-05-04 | 이지현 | Fish way |
| CN104099910A (en) * | 2014-07-02 | 2014-10-15 | 三峡大学 | Fishway with automatically-lifting water level |
| CN105484213A (en) * | 2015-12-25 | 2016-04-13 | 长江勘测规划设计研究有限责任公司 | Tunnel type multi-outlet nature-like fish way |
| CN205348128U (en) * | 2015-12-25 | 2016-06-29 | 长江勘测规划设计研究有限责任公司 | Nature fishway is imitated to tunnel formula multiple exit |
| CN106522177A (en) * | 2016-11-18 | 2017-03-22 | 中国电建集团成都勘测设计研究院有限公司 | Fishway system arranged inside water retaining dam |
| CN207484433U (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 | Compound fish channel structure on Narrow Valleys landform dam |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109083084A (en) * | 2018-07-27 | 2018-12-25 | 肖政宏 | A kind of auxiliary shoal of fish enters sill may upstream device |
| CN109083084B (en) * | 2018-07-27 | 2020-06-02 | 汪信凯 | Device for assisting fish shoal to enter upstream of river dam |
| CN111893965A (en) * | 2020-07-21 | 2020-11-06 | 长江勘测规划设计研究有限责任公司 | Fishway outlet structure adapting to large water level amplitude variation and fish passing method thereof |
| CN115492062A (en) * | 2022-11-16 | 2022-12-20 | 中国电建集团华东勘测设计研究院有限公司 | Spiral laminated fishway outlet structure suitable for large water level amplitude |
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Application publication date: 20180216 |