CN210636400U - Fishway radius-variable spiral tower type multi-inlet or multi-outlet structure - Google Patents
Fishway radius-variable spiral tower type multi-inlet or multi-outlet structure Download PDFInfo
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- CN210636400U CN210636400U CN201921067844.2U CN201921067844U CN210636400U CN 210636400 U CN210636400 U CN 210636400U CN 201921067844 U CN201921067844 U CN 201921067844U CN 210636400 U CN210636400 U CN 210636400U
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Abstract
The utility model provides a fishway radius-variable spiral tower type multi-inlet or multi-outlet structure, which comprises a plurality of fishway inlet (outlet), a gate opening and closing and transporting device, a transporting track, a fishway inlet (outlet) gate door storage groove, a radius-variable spiral tower type fishway, a conventional fishway, a fishway inlet (outlet) gate and a water retaining breast wall; the fishway inlet (outlet) ports are intensively arranged at different height positions of the outer side wall of the variable-radius spiral tower type fishway, are sequentially arranged according to the height of the operating water level, are respectively provided with an inlet (outlet) port gate groove and a fishway inlet (outlet) port gate, and are arranged along the transportation track; under the condition of different fishway operating water levels, the related fishway inlet (outlet) gate is automatically opened and closed according to the set operating water level interval, so that the flow velocity of the fishway inlet (outlet) water flow is ensured to meet the fish luring condition. The utility model discloses structural arrangement scope is little, compact structure, and is little to main part engineering interference, and the operation maintenance is convenient, and the construction cost is few, can adapt to the big amplitude of fluctuation operation water level.
Description
Technical Field
The utility model relates to a fishway advances (goes out) a mouthful structure, especially relates to a fishway that can adapt to greatly change width of cloth operation water level advances (goes out) a mouthful tower structure more, belongs to hydraulic structure design and construction technical field.
Background
After the river is cut off due to building of a water retaining building, a migration channel is provided for some fishes with spawning habits from the downstream of the river to the upstream of the river through the fishway, and in order to ensure the fish passing effect, the fishway is generally required to have a condition of continuously passing the fishes in the fish passing season. Water flow enters a fishway from a reservoir at the upstream of a water retaining structure and flows out of the fishway from a riverway at the downstream of the water retaining structure, migratory fishes enter the fishway from the downstream and swim out of the fishway from the upstream, so that a water outlet at the downstream is called a fishway inlet, and a water inlet at the upstream is called a fishway outlet.
Aiming at the actual engineering condition that the operating water level of the fish passing facility inlet (outlet) is large in amplitude, the fish passage inlet (outlet) generally needs to meet the following requirements for realizing the purpose of passing fish: 1. the fish way inlet (outlet) port needs to be capable of adapting to the water level variation of the downstream river channel (upstream reservoir) of a water retaining structure, and the fish way inlet (outlet) port can keep proper water depth and water flow velocity under the fish passing operation water level of any downstream river channel (upstream reservoir); 2. the requirement of the water depth in the fishway is that the fishway pond chamber always needs to keep the design water depth requirement of 0.5-2.5 m; 3. according to the operating water levels of different inlet (outlet) ports, the fishway inlet (outlet) port can automatically open the gate of the corresponding inlet (outlet) port, and close the inlet (outlet) port gate which has adverse effect on the fish passing water flow; 4. for a plurality of inlets (outlets) of the fishway, the later operation and maintenance are convenient.
In order to meet the requirements, in the prior art, the arrangement scheme of the fish inlet (outlet) port is usually adopted for the situation that the amplitude of the water level of the fish passing operation is large as follows:
according to the different inlet (outlet) operating water levels, the conventional arrangement is: the inlet (outlet) ports with different elevations are continuously arranged along the bank of a downstream river channel (or the bank of an upstream reservoir) or combined with a hub building, and each inlet (outlet) port is provided with a gate. The structure is characterized in that: 1. the site arrangement condition is good, and a plurality of inlet (outlet) ports can be arranged in a suitable manner; 2. each inlet (outlet) is provided with a gate and an independent opening and closing device which can independently operate; 3. the requirement of the fishway for continuously passing the fish is met. The disadvantages of this structure are: 1. when the number of fish way inlets (outlets) is large, the structural arrangement is dispersed, which is not beneficial to operation and maintenance; 2. the arrangement of the edge line type along the bank needs a larger occupied field, and certain excavation supporting and foundation treatment engineering quantity can be brought; 3. a plurality of sets of gates and opening and closing systems need to be arranged; 4. sufficient arrangement conditions are also needed in connection with the arrangement of the junction building, and the overall consideration with the structure of the junction building is needed, so that the interference with the main engineering is large.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the technical problem that will solve is: the utility model provides a fishway radius-variable spiral tower type multi-inlet or multi-outlet structure, the structural arrangement scope is little, compact structure, and it is little to main part engineering interference, and the operation is maintained conveniently, and the construction cost is few, can adapt to the big width of cloth operation water level.
The technical scheme adopted for solving the technical problems is as follows:
the utility model provides a fishway becomes tower many imports of radius spiral or many exit structures which characterized in that: the fishway comprises a plurality of fishway inlets, gate opening and closing and transporting equipment, a transporting track, a fishway inlet gate storage groove, a variable-radius spiral tower type fishway, a conventional fishway, a fishway inlet gate and a water retaining breast wall; the fishway inlets correspond to different river channel operating water levels respectively and have corresponding bottom plate elevations; the fishway inlets are intensively arranged at different height positions of the outer side wall of the variable-radius spiral tower type fishway and are respectively provided with an inlet gate groove, and the fishway inlets are sequentially arranged along the variable-radius spiral tower type fishway according to the height of the operating water level; the fishway inlets are respectively provided with a fishway inlet gate, and the fishway inlet gates and the fishway inlet gate storage slots are arranged along the transportation track;
or comprises a plurality of fishway outlets, gate opening and closing and transporting equipment, a transporting track, a fishway outlet gate storage groove, a variable-radius spiral tower type fishway, a conventional fishway, a fishway outlet gate and a water retaining breast wall; the plurality of fishway outlets respectively correspond to different river channel operating water levels and have corresponding bottom plate elevations; the fishway inlets are intensively arranged at different height positions of the outer side wall of the variable-radius spiral tower type fishway and are respectively provided with an outlet gate groove, and the fishway outlets are sequentially arranged along the variable-radius spiral tower type fishway according to the height of the operating water level; the plurality of fishway exits are respectively provided with a fishway exit gate, and the fishway exit gates and the fishway exit gate storage slots are arranged along the transportation track.
Under the condition of different fishway operating water levels, the related fishway inlet (outlet) gate is automatically opened and closed according to the set operating water level interval, so that the flow velocity of the fishway inlet (outlet) water flow is ensured to meet the fish luring condition.
Further: the fishway inlet gates of the plurality of fishway inlets share one set of gate opening and closing and transporting equipment, and the gate opening and closing and transporting equipment transports the fishway inlet gates corresponding to different river channel operation water levels to the fishway inlet gate storage gate slot in sequence from high to low along the transportation track for temporary storage and transports the fishway inlet gates to corresponding fishway inlets in sequence from low to high;
the fishway outlet gates of the fishway outlets share one set of gate opening and closing and transporting equipment, the gate opening and closing and transporting equipment transports the fishway outlet gates corresponding to different reservoir operation water levels to the fishway outlet gate storage gate slots in sequence from high to low along the transporting track for temporary storage, and transports the fishway outlet gates to corresponding fishway outlets in sequence from low to high.
Further: the heights of the bottom plates of the fishway inlets are set in a grading manner according to the actual fishway operating water level, and the heights of the bottom plates of the fishway inlets are adapted to different fishway operating water level intervals on the premise of meeting the designed water depth of a fishway pool chamber;
the heights of the bottom plates of the plurality of fishway outlets are set according to actual fishway running water levels in a grading manner, and the heights of the bottom plates of the fishway outlets are adapted to different fishway running water level intervals on the premise of meeting the designed water depth of the fishway pool chamber.
Further: the variable-radius spiral tower type fishways are arranged in a staggered manner on the plane and the elevation, and the fishways adopt the same bottom slope, so that the fishways can naturally collect light and are suitable for fish passing; the height of the top of the side wall of the fishway at the outermost ring of the variable-radius spiral tower type fishway at the fishway inlet is greater than the highest flood protection water level of the fishway, and the height of the top of the side wall of the fishway at the outermost ring of the variable-radius spiral tower type fishway at the fishway outlet is greater than the highest operation water level of the reservoir, so that the fishway is ensured not to be submerged in normal operation or extreme conditions.
Further: the fishway inlet gates of the fishway inlets are of the same structure and size; the fishway inlet gates of the plurality of fishway outlets are of the same structure and size.
Further: setting the height of a water retaining breast wall at the fishway inlet according to the height of the bottom plate at the fishway inlet, the height of a fishway inlet gate and the requirement of the fishway operating water level; and setting the height of the water retaining breast wall of the fishway outlet according to the height of the bottom plate of the fishway outlet, the height of the fishway outlet gate and the requirement of the fishway operating water level.
The utility model has the advantages that: the utility model discloses on conventional fishway basis, through adopting the tower type arrangement pattern of radius-variable spiral, concentrate for the fishway and arrange for a lot of (going out) and provide the condition. Like this, owing to need not arrange the line type fishway at retaining structure upper reaches edge bank side length distance or in a large scale, also need not utilize the pivot building to carry out the fishway and arrange, saved and arranged the space, reduced basic side slope excavation and strutted and basic processing engineering volume, reduce the interference with the pivot building, make things convenient for a plurality of business (business) mouthful operations and maintenance, can effectively optimize the headstock gear quantity, through adopting automatic gate headstock gear, make things convenient for the fishway export to become the width of cloth according to actual operation water level, automatic start and stop business (business) mouthful gate.
Drawings
Fig. 1 is a schematic plan view of the fishway radius-variable spiral tower type import structure of the present invention.
Fig. 2 is a typical section schematic view of the fishway radius-variable spiral tower type inlet structure of the present invention.
Fig. 3 is a schematic plan view of the fishway radius-variable spiral tower-type outlet structure of the present invention.
Fig. 4 is a typical sectional schematic view of the fishway radius-variable spiral tower-type outlet structure of the present invention.
Labeled as: the fishway comprises a variable-radius spiral tower fishway 1, a conventional fishway 2, a plurality of fishway inlet (outlet) ports 3, fishway inlet (outlet) port gate slots 4, a transportation track 5, a gate opening and closing and transportation device 6, a fishway inlet (outlet) port gate storage slot 7, a plurality of fishway inlet (outlet) port gates 8-11 and a water retaining breast wall or partition plate 12.
The specific implementation mode is as follows:
for the purpose of facilitating understanding and carrying out the invention, preferred embodiments of the invention will be further described with reference to the accompanying drawings.
The utility model mainly comprises a variable radius spiral tower type fishway 1, a plurality of fishway inlet (outlet) ports 3, fishway inlet (outlet) port gate slots 4, a transportation track 5, a gate opening and closing and transportation device 6, a fishway inlet (outlet) port gate storage slot 7, a plurality of fishway inlet (outlet) port gates 8-11, a water retaining breast wall or a baffle plate 12, wherein each fishway inlet (outlet) port 3 is intensively arranged at different height positions of the variable radius spiral tower type fishway outer side wall, the fishway inlet (outlet) port gates 8-11 and the fishway inlet (outlet) port gate storage slot 7 are respectively provided with an inlet gate slot 4, the inlet (outlet) port gates 8-11 and the fishway inlet (outlet) port gate storage slot are arranged into an arc shape and are arranged along the arc transportation track 5, the plurality of fishway inlet (outlet) ports 4 are sequentially arranged along the variable radius spiral tower type fishway according to the height of the operation water level, the fishway inlet gate storage slot can be positioned at the middle positions of the plurality of the fishway inlet gate inlet arcs, the fishway outlet gate, so as to facilitate the orderly transportation of the gate, shorten the transportation distance and reduce the transition time; in order to facilitate the opening and closing of the gate, the structural sizes of the gates at the fish way inlet (outlet) are the same.
According to the change condition of the running water level of a downstream riverway (reservoir), dividing the water head difference between the highest running water level and the lowest running water level into four sections of running water level intervals according to the designed water depth of the fishway and the designed elevation of a fishway inlet (outlet) bottom plate, wherein the water level intervals are a water level interval A, a water level interval B, a water level interval C and a water level interval D from high to low in sequence. A certain overlapping range is considered in each water level interval, so that different working gates at inlet (outlet) ports can be smoothly connected, and the phenomenon that the fishway is cut off when the gate is opened and closed alternately is avoided. Among the fishway inlet gates 8-11, a fishway inlet (outlet) gate four 11, a fishway inlet (outlet) gate three 10, a fishway inlet (outlet) gate two 9 and a fishway inlet (outlet) gate one 8 respectively correspond to the water level section A, the water level section B, the water level section C and the water level section D.
And (3) opening corresponding fishway outlet gates 8-11 according to the sections of different reservoir operation water levels, and introducing water flow in the reservoir into the variable-radius spiral tower type fishway 1 from the fishway outlet 3.
And (3) opening corresponding fishway inlet gates 8-11 according to the intervals of different operating water levels, and enabling water flow in the variable-radius spiral tower type fishway 1 to flow out to a downstream river channel from the fishway inlet 3.
In order to realize the continuous water flow of the fishway inlet (outlet), the unattended operation and the intelligent control of the inlet (outlet) gate opening and closing equipment 3, the gate opening and closing and transporting system can be provided with the gate opening and closing and transporting equipment 3, a water level monitoring instrument, a water level data real-time acquisition and transmission system and a control system for automatically opening and closing the gate according to the water level change. The gate opening and closing and transporting system has the functions of automatic opening and closing and transportation, and according to the change condition of the upstream (downstream) water level, the gate opening and closing system has the functions of automatically opening and closing the corresponding fishway inlet (outlet) gates 8-11 and can automatically transport the fishway inlet (outlet) gates to the gate storage slots 7 for storage.
According to actual conditions, three kinds of water level conditions probably exist in river course (reservoir) water level, and first kind is that river course (reservoir) water level is located fishway operating water level range, and the second kind is that the highest operating water level of fishway is crossed to river course (reservoir) water level, and the third kind of condition is that river course (reservoir) water level is less than the lowest operating water level of fishway, under these three kinds of circumstances, right the utility model discloses two kinds of income (play) mouthful arrangement types that signal in the drawing further explain its work flow respectively:
1. fishway radius-variable spiral tower type inlet structure
(1) The water level of the downstream river channel is positioned in the range of the operating water level of the fishway
① when the water level operation interval A is within, lifting a fishway inlet gate four 11 out of a fishway inlet gate groove 4 by using a gate opening and closing and transporting device 6, transporting the fishway inlet gate four 11 to the position of a fishway inlet gate storage gate groove 7 through a transporting track 5, then lifting the fishway inlet gate four 11 into the fishway inlet gate storage gate groove 7, and when the fishway inlet gate four 11 is opened, enabling the water flow in the variable-radius spiral tower type fishway 1 to flow out to a downstream river channel through a fishway inlet 3 according to the designed water depth of the fishway;
② when the water level operation interval is reduced from A to B, the three fishway inlet gates 10 are lifted out of the fishway inlet gate slots 4 by the gate opening and closing and transportation equipment 6, the three fishway inlet gates 10 are transported to the positions of the 7 fishway inlet gate slots by the transportation track 5, then the three fishway inlet gates 10 are lifted into the 7 fishway inlet gate slots, and when the three fishway inlet gates 10 are opened, the water flow in the variable-radius spiral tower type fishway 1 flows out to a downstream river channel through the 3 fishway inlet according to the designed water depth;
③ when the water level operation section rises from B to A, the fishway inlet gate three 10 is lifted out of the fishway inlet gate storage gate groove 7 by the gate opening and closing and transportation equipment 6, the fishway inlet gate three 10 is lifted into the corresponding fishway inlet gate groove 4 by the transportation track 5, and when the fishway inlet gate three 10 is closed, the water flow in the variable-radius tower-type fishway 1 flows out to the downstream river channel through the fishway inlet 3 according to the fishway design water depth.
When the water level operation interval is reduced from the interval B to the interval C, a second fishway inlet gate 9 is lifted out of a second fishway inlet gate groove 4 by using gate opening and closing and transportation equipment 6, the second fishway inlet gate 9 is transported to the position of a second fishway inlet gate storage groove 7 through a transportation track 5, then the second fishway inlet gate 9 is lifted into the second fishway inlet gate storage groove 7, and when the second fishway inlet gate 9 is opened, the water flow in the variable-radius spiral tower type fishway 1 flows out to a downstream river channel through a fishway inlet 3 according to the designed water depth of the fishway;
when the water level operation interval rises from the interval C to the interval B, the fishway inlet gate II 9 is lifted out of the fishway inlet gate storage gate groove 7 by using the gate opening and closing and transporting equipment 6, the fishway inlet gate II 9 is lifted into the corresponding fishway inlet gate groove 4 through the transporting track 5, and when the fishway inlet gate II 9 is closed, the water flow in the variable-radius spiral tower type fishway 1 flows out to a downstream river channel through the fishway inlet 3 according to the designed water depth of the fishway.
When the water level operation interval is reduced from the interval C to the interval D, the first fishway inlet gate 8 is lifted out of the first fishway inlet gate groove 4 by using the gate opening and closing and transporting equipment 6, the first fishway inlet gate 8 is transported to the position of the first fishway inlet gate storage gate groove 7 through the transporting track 5, then the first fishway inlet gate 8 is lifted into the first fishway inlet gate storage gate groove 7, and when the first fishway inlet gate 8 is opened, the water flow in the variable-radius spiral tower type fishway 1 flows out to a downstream river channel through the fishway inlet 3 according to the designed water depth of the fishway;
when the water level operation interval rises from the interval D to the interval C, the first fishway inlet gate 8 is lifted out of the fishway inlet gate storage gate groove 7 by using the gate opening and closing and transporting equipment 6, the first fishway inlet gate 8 is lifted into the corresponding fishway inlet gate groove 4 through the transporting track 5, and when the first fishway inlet gate 8 is closed, the water flow in the variable-radius spiral tower type fishway 1 flows out to a downstream river channel through the fishway inlet 3 according to the designed water depth of the fishway.
Therefore, through one rail, one set of gate opening and closing and transportation equipment can open and close corresponding gates in sequence through simple control, and the inlet water level of the fishway can be corresponding to different running water levels of a river channel, so that fishes can normally migrate.
(2) The water level of the downstream river channel is higher than the highest operation water level of the fishway
When the water level of the downstream river channel is higher than the highest operation water level of the fishway, if the water level of the river channel exceeds the top of the gate, the fishway is in a submerged state, but the operation of the fishway is not influenced, only the water depth of the inlet is too large, the flow velocity of the water flow at the inlet of the fishway is too small, and fish cannot be attracted to enter the fishway.
(3) The water level of the downstream river channel is lower than the lowest operation water level of the fishway
When the water level of the river channel is lower than the lowest operation water level of the fishway, the water depth of the fishway inlet with the lowest elevation does not meet the designed water depth requirement of the fishway, and no fish enters the fishway inlet at the moment.
2. Fishway radius-variable spiral tower type outlet structure
(1) The reservoir water level is in the range of the fishway running water level
① when the reservoir water level operation interval A is within, the fishway exit gate four 11 is lifted out of the fishway exit gate slot 4 by the gate opening and closing and transportation system 3, passes through the transportation track 5, transports the fishway exit gate four 11 to the position of the fishway exit gate slot 7, then lifts the fishway exit gate four 11 into the fishway exit gate slot 7, when the fishway exit gate four 11 is opened, the upstream reservoir water flows into the variable radius spiral tower type fishway 1 through the fishway exit 3 according to the fishway design water depth;
②, when the reservoir water level operation interval is reduced from the interval A to the interval B, lifting the fishway outlet gate III 10 out of the fishway outlet gate groove 4, transporting the fishway outlet gate III 10 to the position of the fishway outlet gate groove 7 through the transportation track 5, then lifting the fishway outlet gate III 10 into the fishway outlet gate groove 7, and when the fishway outlet gate III 10 is opened, the reservoir water at the upper part flows into the variable-radius spiral tower type fishway 1 through the fishway outlet 3 according to the designed fishway depth;
③ when the reservoir water level operation interval rises from B to A, the fishway exit gate III 10 is lifted out of the fishway exit gate storage gate slot 7, the fishway exit gate III 11 is lifted into the fishway exit gate slot 4 through the transportation track 5, and when the fishway exit gate III 10 is closed, the reservoir water in the upstream flows into the variable radius spiral tower fishway 1 through the fishway exit 3 according to the fishway design water depth.
When the water level operation interval is reduced from the interval B to the interval C, a second fishway outlet gate 9 is lifted out of a fishway outlet gate groove 4 by using gate opening and closing and transportation equipment 6, the second fishway outlet gate 9 is transported to the position of a fishway outlet gate storage groove 7 through a transportation track 5, then the second fishway outlet gate 9 is lifted into the fishway outlet gate storage groove 7, and when the second fishway outlet gate 9 is opened, the water flow in the variable-radius spiral tower type fishway 1 flows into the variable-radius spiral tower type fishway 1 through a fishway outlet 3 according to the designed water depth of the fishway;
when the water level operation interval rises from the interval C to the interval B, the second fishway outlet gate 9 is lifted out of the fishway outlet gate storage gate groove 7 by using the gate opening and closing and transporting equipment 6, the second fishway outlet gate 9 is lifted into the corresponding fishway outlet gate groove 4 through the transporting track 5, and when the second fishway outlet gate 9 is closed, the upstream reservoir water flows into the variable-radius spiral tower type fishway 1 through the fishway outlet 3 according to the designed water depth of the fishway.
When the water level operation interval is reduced from the interval C to the interval D, the first fishway outlet gate 8 is lifted out of the fishway outlet gate groove 4 by using the gate opening and closing and transporting equipment 6, the first fishway outlet gate 8 is transported to the position of the fishway outlet gate storage groove 7 through the transporting track 5, then the first fishway outlet gate 8 is lifted into the fishway outlet gate storage groove 7, and when the first fishway outlet gate 8 is opened, the upstream reservoir water flows into the variable-radius spiral tower type fishway 1 through the fishway outlet 3 according to the designed water depth of the fishway;
when the water level operation interval rises from the interval D to the interval C, the first fishway outlet gate 8 is lifted out of the fishway outlet gate storage gate groove 7 by using the gate opening and closing and transporting equipment 6, the first fishway outlet gate 8 is lifted into the corresponding fishway outlet gate groove 4 through the transporting track 5, and when the first fishway outlet gate 8 is closed, the upstream reservoir water flows into the variable-radius spiral tower type fishway 1 through the fishway outlet 3 according to the designed water depth of the fishway.
Therefore, through one rail, one set of gate opening and closing and transportation equipment can open and close corresponding gates in sequence through simple control, and the inlet water level of the fishway can be corresponding to different running water levels of a river channel, so that fishes can normally migrate.
(2) The water level of the reservoir is higher than the highest operation water level of the fishway
When the reservoir water level is higher than the highest operation water level of the fishway, the fishway is not suitable for operation, all gates at the outlet of the fishway need to be closed, if the reservoir water level exceeds the top of the gates, the fishway is in a submerged state, and at the moment, in order to ensure the safety of the variable-radius spiral tower type fishway 1 and the downstream of the water retaining building, the fishway stops operating. In the fish passing season, a fishway flood gate in a water retaining building needs to be opened, so that water in the fishway is ensured, and the fish in the fishway is prevented from being lack of water; in non-fish passing seasons, the fishway flood gate in the water retaining building is closed.
(3) The reservoir water level is lower than the lowest operation water level of the fishway
When the reservoir water level is lower than the lowest operation water level of the fishway, the water depth in the fishway does not meet the requirement of the designed water depth of the fishway, and the fishway also operates temporarily at the moment. In the fish passing season, artificial water replenishing can be considered, so that the water shortage of fishes in the fishway is avoided; in non-fish passing seasons, the fishway flood gate in the water retaining building is closed.
The above only is the concrete embodiment of the utility model, the technical features of the utility model are not limited thereto, and any person skilled in the relevant field is in the field of the utility model, and the changes or modifications are all covered in the protection scope of the utility model.
Claims (5)
1. The utility model provides a fishway becomes tower many imports of radius spiral or many exit structures which characterized in that: the fishway comprises a plurality of fishway inlets (3), gate opening and closing and transporting equipment (6), a transporting track (5), a fishway inlet gate storage slot (7), a variable-radius spiral tower type fishway (1), a conventional fishway (2), fishway inlet gates (8-11) and a water retaining breast wall (12); the fishway inlets correspond to different river channel operating water levels respectively and have corresponding bottom plate elevations; the fishway inlets are intensively arranged at different height positions of the outer side wall of the variable-radius spiral tower type fishway and are respectively provided with an inlet gate groove (4), and the fishway inlets are sequentially arranged along the variable-radius spiral tower type fishway according to the height of the operating water level; the fishway inlets are respectively provided with a fishway inlet gate, and the fishway inlet gates and the fishway inlet gate storage slots are arranged along the transportation track;
or comprises a plurality of fishway outlets, gate opening and closing and transporting equipment, a transporting track, a fishway outlet gate storage groove, a variable-radius spiral tower type fishway, a conventional fishway, a fishway outlet gate and a water retaining breast wall; the plurality of fishway outlets respectively correspond to different river channel operating water levels and have corresponding bottom plate elevations; the fishway inlets are intensively arranged at different height positions of the outer side wall of the variable-radius spiral tower type fishway and are respectively provided with an outlet gate groove, and the fishway outlets are sequentially arranged along the variable-radius spiral tower type fishway according to the height of the operating water level; the plurality of fishway exits are respectively provided with a fishway exit gate, and the fishway exit gates and the fishway exit gate storage slots are arranged along the transportation track.
2. The fishway variable radius spiral tower type multi-inlet or multi-outlet structure of claim 1, wherein: the heights of the bottom plates of the fishway inlets are set in a grading manner according to the actual fishway operating water level, and the heights of the bottom plates of the fishway inlets are adapted to different fishway operating water level intervals on the premise of meeting the designed water depth of a fishway pool chamber;
the heights of the bottom plates of the plurality of fishway outlets are set according to actual fishway running water levels in a grading manner, and the heights of the bottom plates of the fishway outlets are adapted to different fishway running water level intervals on the premise of meeting the designed water depth of the fishway pool chamber.
3. The fishway variable radius spiral tower type multi-inlet or multi-outlet structure of claim 1, wherein: the variable-radius spiral tower type fishways are arranged in a staggered manner on the plane and the elevation, and the fishways adopt the same bottom slope, so that the fishways can naturally collect light and are suitable for fish passing; the height of the top of the side wall of the fishway at the outermost ring of the variable-radius spiral tower type fishway at the fishway inlet is greater than the highest flood protection water level of the fishway, and the height of the top of the side wall of the fishway at the outermost ring of the variable-radius spiral tower type fishway at the fishway outlet is greater than the highest operation water level of the reservoir, so that the fishway is ensured not to be submerged in normal operation or extreme conditions.
4. The fishway variable radius spiral tower type multi-inlet or multi-outlet structure of claim 1, wherein: the fishway inlet gates of the fishway inlets are of the same structure and size; the fishway inlet gates of the plurality of fishway outlets are of the same structure and size.
5. The fishway variable radius spiral tower type multi-inlet or multi-outlet structure of claim 1, wherein: setting the height of a water retaining breast wall at the fishway inlet according to the height of the bottom plate at the fishway inlet, the height of a fishway inlet gate and the requirement of the fishway operating water level; and setting the height of the water retaining breast wall of the fishway outlet according to the height of the bottom plate of the fishway outlet, the height of the fishway outlet gate and the requirement of the fishway operating water level.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201921067844.2U CN210636400U (en) | 2019-07-09 | 2019-07-09 | Fishway radius-variable spiral tower type multi-inlet or multi-outlet structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201921067844.2U CN210636400U (en) | 2019-07-09 | 2019-07-09 | Fishway radius-variable spiral tower type multi-inlet or multi-outlet structure |
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| CN210636400U true CN210636400U (en) | 2020-05-29 |
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| CN201921067844.2U Active CN210636400U (en) | 2019-07-09 | 2019-07-09 | Fishway radius-variable spiral tower type multi-inlet or multi-outlet structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468805A (en) * | 2019-07-09 | 2019-11-19 | 中国电建集团华东勘测设计研究院有限公司 | A kind of fish pass becomes the tower more imports of radial spi or multiple exit structure |
| CN116695651A (en) * | 2023-08-07 | 2023-09-05 | 四川水发勘测设计研究有限公司 | Fishway structure and application method thereof |
-
2019
- 2019-07-09 CN CN201921067844.2U patent/CN210636400U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110468805A (en) * | 2019-07-09 | 2019-11-19 | 中国电建集团华东勘测设计研究院有限公司 | A kind of fish pass becomes the tower more imports of radial spi or multiple exit structure |
| CN116695651A (en) * | 2023-08-07 | 2023-09-05 | 四川水发勘测设计研究有限公司 | Fishway structure and application method thereof |
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