CN219637845U - Flood discharge canal and fishway combined system - Google Patents
Flood discharge canal and fishway combined system Download PDFInfo
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- CN219637845U CN219637845U CN202321039914.XU CN202321039914U CN219637845U CN 219637845 U CN219637845 U CN 219637845U CN 202321039914 U CN202321039914 U CN 202321039914U CN 219637845 U CN219637845 U CN 219637845U
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 80
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- 230000002441 reversible effect Effects 0.000 claims description 4
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- 230000007423 decrease Effects 0.000 claims description 2
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- 230000009977 dual effect Effects 0.000 description 3
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- 229910000831 Steel Inorganic materials 0.000 description 1
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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
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Abstract
The utility model belongs to the technical field of water conservancy and hydropower engineering, and particularly relates to a flood discharge channel and fishway combined system which is arranged at the side bank of a barrage and comprises an upstream combined section, a middle connecting section and a downstream separating section; the upstream joint section is provided with a trapezoid joint water channel, and a slow flow stop block for semi-shielding water flow is arranged in the trapezoid joint water channel; the trapezoid combined water channel is used for flood discharge and migration of fishes; the middle connecting section comprises a water inlet gradual change section, a connecting section, a lock chamber section and an overflow gradual change section which are sequentially arranged along the water flow direction; the downstream separation section comprises a downstream flood discharge channel and a downstream fishway; the downstream flood discharge channel and the downstream fishway are respectively communicated with the flood discharge open channel and the migration open channel. According to the scheme, the flood discharge channel and the fishway are jointly arranged, integrated design or separated design is carried out according to terrain, geological conditions, functional requirements and the like, and the middle part is connected by adopting the connecting section so as to synchronously ensure the functional requirements of the flood discharge channel and the fishway.
Description
Technical Field
The utility model belongs to the technical field of water conservancy and hydropower engineering, and particularly relates to a flood discharge channel and fishway combined system.
Background
In urban avionics engineering or electric avionics engineering development, a river barrage is often built, and the water head difference between the upstream and the downstream formed by the high water level at the river barrage is utilized to meet the requirements of hydroelectric generation. The high water level at the upstream of the barrage easily causes that a large amount of natural water collected at the lower portions of the two banks of the upstream reservoir area of the barrage cannot enter the river normally, so that an independent flood discharge channel is often required to be built along the side bank of the reservoir to introduce the mountain torrent water flow to the downstream of the barrage, so that the water flow can be converged into the river channel.
On the other hand, in order to protect ecological environment and fish resources, a channel for connecting upstream and downstream fish migration is often required to be independently built while a barrage is built.
In the flood discharge canal and fishway construction process of the side bank of the barrage, the barrage is often constructed independently, but with the acceleration of urban development, the optimization utilization requirement of land resources is outstanding. In order to reduce the permanent occupied area in engineering development, how to reasonably arrange engineering construction in a limited space and realize various functional requirements becomes a great challenge in the development of hydraulic and hydroelectric engineering.
Therefore, it is necessary to design a combined system of flood discharge canal and fishway to reasonably realize two functions of flood discharge and fish migration, and simultaneously reduce the engineering land area and engineering investment so as to realize the dual improvement of engineering economic benefit and environmental benefit.
Disclosure of Invention
In order to solve the problem of unified construction of the flood discharge channel and the fishway in the prior art, the scheme provides a combined system of the flood discharge channel and the fishway.
The technical scheme adopted by the utility model is as follows:
the flood discharge canal and fishway combined system is arranged at the side bank of the sluice dam and comprises an upstream combined section, a middle connecting section and a downstream separating section which are sequentially arranged along the water flow direction;
the upstream joint section is communicated with the upstream of the barrage dam and is provided with a trapezoid joint water channel, and a slow flow stop block for semi-shielding water flow is arranged in the trapezoid joint water channel; the trapezoid combined water channel is used for flood discharge and migration of fishes;
the middle connecting section comprises a water inlet gradual change section, a connecting section, a lock chamber section and an overflow gradual change section which are sequentially arranged along the water flow direction; the connecting section is provided with a rectangular water channel for buffering water flow, and the rectangular water channel is connected with the trapezoid combined water channel through a water inlet gradual change section; the gate chamber section is provided with a flood discharge underdrain and a migration underdrain, and the flood discharge underdrain and the migration underdrain are both communicated with the rectangular water channel; the overflow transition section is provided with a flood discharge open channel and a migration open channel, the flood discharge open channel and the migration open channel are respectively communicated with the flood discharge underdrain and the migration underdrain, and an overflow side weir is arranged between the flood discharge open channel and the migration open channel and is used for overflowing the flood discharge open channel to the migration open channel;
the downstream separation section is communicated with the downstream of the sluice dam and comprises a downstream flood discharge canal and a downstream fishway; the downstream flood discharge channel and the downstream fishway are respectively communicated with the flood discharge open channel and the migration open channel.
As an alternative or complementary design to the above described flood discharge channel and fishway combination: the trapezoid combined water channel of the upstream combined section is formed by casting concrete, and inclined slope protection is arranged on two sides of the trapezoid combined water channel.
As an alternative or complementary design to the above described flood discharge channel and fishway combination: the slope surface of the slope protection is provided with a vegetation layer, and a reverse filtering layer is arranged below the vegetation layer.
As an alternative or complementary design to the above described flood discharge channel and fishway combination: the width of the top of the water inlet gradual change section is gradually decreased along the water flow direction, and the width and the depth of the bottom of the water inlet gradual change section are gradually increased along the water flow direction; the upstream side of the water inlet gradual change section is communicated with the trapezoid combined water channel, and the downstream side of the water inlet gradual change section is connected with the connecting section.
As an alternative or complementary design to the above described flood discharge channel and fishway combination: the water inlet gradual change section comprises a gradual change water channel with a trapezoid cross section; guide slopes are arranged at two sides of the gradual change water channel; the gradual change water channel and the diversion slope are both formed by concrete pouring.
As an alternative or complementary design to the above described flood discharge channel and fishway combination: the gate chamber section is formed by concrete pouring, and a second-stage concrete layer for concrete pouring is arranged on the bottom and the side wall of the flood discharge underdrain; the depth of the migration underdrain is smaller than that of the flood discharge underdrain; a gate for restricting flow is arranged on the flood discharge underdrain.
As an alternative or complementary design to the above described flood discharge channel and fishway combination: and the canal openings of the flood discharge underdrain and the migration underdrain are provided with cover plates for people to pass through.
As an alternative or complementary design to the above described flood discharge channel and fishway combination: the migration open channels and the flood discharge open channels are arranged side by side, and the depth of the migration open channels is smaller than that of the flood discharge open channels; the height of the overflow side weir is smaller than the height of the opening of the overflow gradual change section.
As an alternative or complementary design to the above described flood discharge channel and fishway combination: the downstream separation section is communicated to the downstream of the barrage after bypassing the barrage from the upstream of the barrage.
As an alternative or complementary design to the above described flood discharge channel and fishway combination: a pull rod is arranged between two sides of the canal opening of the downstream flood discharge canal; an L-shaped partition plate and a straight partition plate are arranged in the downstream fishway, and a vertical seam type fishway is formed; a plurality of rest areas are also arranged in the downstream fishway, the bottoms of the rest areas are horizontal, and the rest areas are positioned between two adjacent L-shaped partition plates.
The beneficial effects of the utility model are as follows:
1. according to the scheme, by constructing the combined system of the flood discharge channel and the fishway, the requirements of flood discharge and fish migration can be met, and meanwhile, the land area of engineering and the engineering investment can be reduced, so that the dual improvement of the engineering economic benefit and the environmental benefit can be realized; the flood discharge channel and the fishway are arranged in a combined mode, integrated design or separated design is carried out according to terrain, geological conditions, functional requirements and the like, and the middle part is connected by adopting a connecting section so as to synchronously ensure the functional requirements of the flood discharge channel and the fishway;
2. the middle connecting section in the scheme is convenient for synchronous construction of the flood discharge canal and the fishway in a parallel mode, and meanwhile, when the water level of the flood is high, water overflows into the fishway to realize flood discharge through the fishway, so that the flood discharge pressure in the flood discharge canal is relieved, and the flood discharge effect is improved;
3. the flood discharging and the fishway of the upstream joint section and the partial section in the middle joint section in the scheme adopt a shared water channel, thereby effectively realizing the double improvement of engineering economic benefit and environmental benefit.
Drawings
In order to more clearly illustrate the embodiments of the present solution or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below.
Figure 1 is an exemplary diagram of the combined flood discharge channel and fishway system of the present embodiment as it is being constructed at a barrage;
figure 2 is a top view of a flood discharge channel and fishway combination;
figure 3 is a side view of a flood discharge channel and fishway combination;
FIG. 4 is a cross-sectional block diagram at an upstream joint section;
FIG. 5 is a cross-sectional block diagram at the water intake transition;
FIG. 6 is a cross-sectional block diagram at the splice section;
FIG. 7 is a cross-sectional block diagram at a chamber section;
FIG. 8 is a cross-sectional block diagram at an overflow transition;
FIG. 9 is a cross-sectional block diagram at a downstream separation section.
In the figure: 1-a barrage; 2-an upstream joint section; 21-slow flow stop blocks; 22-trapezoid combined water channel; 23-slope protection; 231-vegetation layer; 232-a reverse filtration layer; 3-a middle junction section; 31-a water inlet gradual change section; 311-gradual change water course; 312-diversion slope; 32-linking segments; 321-rectangular waterways; 33-a sluice chamber section; 331-cover plate; 332-second-phase concrete layer; 333-flood discharge underdrain; 334-migration underdrain; 34-overflow transition section; 341-a migration open channel; 342-flood discharge open channel; 343-overflow side weirs; 4-a downstream separation section; 41-downstream flood discharge channels; 42-downstream fishway; 421-L-shaped separator; 422-straight separator; 423-rest area; 43-tie rod.
Detailed Description
The technical solutions of the present embodiment will be clearly and completely described below with reference to the accompanying drawings, and the described embodiments are only some embodiments, but not all embodiments, and all other embodiments obtained by those skilled in the art without making any creative effort based on the embodiments of the present embodiment are all within the protection scope of the present solution.
Example 1
As shown in fig. 1 to 9, the present embodiment designs a combined system of a flood discharge canal and a fishway, which is disposed at a side bank of a barrage 1 and includes an upstream combined section 2, a middle coupling section 3 and a downstream separating section 4 sequentially disposed along a water flow direction. By constructing the combined system of the flood discharge canal and the fishway, the requirements of flood discharge and fish migration can be met simultaneously, and the land area and the engineering investment of engineering can be reduced simultaneously, so that the dual improvement of the economic benefit and the environmental benefit of engineering can be realized. The flood discharge canal and the fishway are arranged in a combined mode, integrated design or separated design is carried out according to terrain, geological conditions, functional requirements and the like, and the middle part is connected by adopting a connecting section so as to synchronously ensure the functional requirements of the flood discharge canal and the fishway.
1. Upstream Combined section 2
The upstream joint section 2 is communicated with the upstream of the barrage 1 and is provided with a trapezoid joint water channel 22, and a slow flow stop block 21 for semi-shielding water flow is arranged in the trapezoid joint water channel 22; the trapezoid combined water channel 22 is used for flood discharge and fish migration; the trapezoid combined water channel 22 of the upstream combined section 2 is formed by casting concrete, and inclined slope protection 23 are arranged on two sides of the trapezoid combined water channel 22. A vegetation layer 231 is arranged on the slope of the slope protection 23, and a reverse filtering layer 232 is arranged below the vegetation layer 231.
The upstream combined section 2 is arranged on the upstream river bank of the barrage 1, a fishway outlet sluice chamber is arranged at the upstream starting point of the combined section, the structure of the upstream combined section 2 is shown in fig. 4, a trapezoid combined water channel 22 and a slope protection 23 form a trapezoid compound section structure, wherein the section of the trapezoid combined water channel 22 at the lower part is designed according to the water depth required by fish migration, the side wall and the bottom surface of the trapezoid combined water channel 22 can be lined by plain concrete according to the geology of a construction site, the preset basic conditions such as water flow and the like, and the width of the plain concrete lining is generally 0.5-1.5 m; a slow flow stop block 21 is arranged in the trapezoid combined water channel 22 along the water flow direction at a distance of D=6-9 m so as to ensure the rest of fishes in each period in the migration process. The height h1 of the slow flow stop 21 can be determined according to the requirements of the local migration fish, and is generally 0.5-1 meter; the slow flow stop 21 extends into one end of the trapezoid combined water channel 22 slightly beyond the intersection of the bottom and the side wall, and preferably does not exceed the central line of the trapezoid combined water channel 22.
The area between the slope protection 23 above the trapezoid combined water channel 22 is mainly used for flood discharge in flood season, after the peripheral radial flow of the warehouse is converged into the channel, the water level is higher than that of the trapezoid combined water channel 22, and the slope protection 23 is used for guiding flood so as to realize flood discharge. The slope protection 23 of the upper section is exposed for a long time, and the slope protection 23 of the turf is recommended to be combined with the basic condition and the flow section requirement due to the view requirement.
A hydrophilic platform with a width b3 is arranged between the slope protection 23 and the trapezoid combined water channel 22, and the width of the hydrophilic platform is preferably not less than 1m in combination with the flow section and the human body walking requirement.
2. Middle connecting section 3
The middle coupling section 3 includes a water inflow gradual change section 31, a joint section 32, a gate chamber section 33 and an overflow gradual change section 34 which are sequentially arranged along the water flow direction, as shown in fig. 2 and 3. The middle connecting section is arranged near the river barrage 1 and is connected with a downstream separated rectangular canal after the natural water coming from the bank slope is fully collected. The middle connecting section is mainly used as an engagement point of the upstream section and the downstream section, and meanwhile, the flood discharge and the normal operation of the fishway are skillfully realized through the sluice chamber and the overflow side weir 343.
The width of the top of the water inlet gradual change section 31 decreases along the water flow direction, and the width and depth of the bottom increase along the water flow direction; the upstream side of the water inlet gradual change section 31 is communicated with the trapezoid combined water channel 22, and the downstream side of the water inlet gradual change section 31 is connected with the connecting section 32. The water inlet gradual change section 31 comprises a gradual change water channel 311 with a trapezoid cross section; diversion slopes 312 are arranged at two sides of the gradual change water channel 311; both the graded waterway 311 and the diversion slope 312 are formed by concrete casting. As shown in fig. 5: the water inlet transition section 31 is mainly used for realizing smooth transition between an upstream trapezoid section and a downstream rectangle section. The length L0 of the water inlet gradual change section 31 is mainly determined according to the upstream trapezoidal surface width, the downstream rectangular surface overflow width and the water flow state of the water inlet gradual change section 31, and l0=5-20 m is generally taken under the conventional flow condition.
The joint section 32 has a rectangular water channel 321 for water flow buffering, and the rectangular water channel 321 is connected to the trapezoid joint water channel 22 through the water inlet gradual section 31. The connection section 32 is mainly used for realizing smooth transition of the flow state of water flowing downstream to the gate chamber after the water flow state comes out from the transition section, and in order to realize smooth connection of the flow state, the length of the connection section 32 is generally l1=2-6 m. The connecting section 32 can effectively slow down the rapid flow at the outlet of the water inlet gradual change section 31, thereby ensuring the smooth migration of fishes.
The gate chamber section 33 is provided with a flood discharge underdrain 333 and a migration underdrain 334, and the flood discharge underdrain 333 and the migration underdrain 334 are both communicated with the rectangular water channel 321; the gate chamber section 33 is formed by concrete casting, and a second concrete layer 332 for concrete casting is arranged on the bottom and the side wall of the flood discharge underdrain 333; the depth of the migration underdrain 334 is less than the depth of the flood discharge underdrain. A manway cover 331 is provided at the openings of the flood discharge underdrain 333 and the migration underdrain 334. As shown in fig. 7: the gate chamber section 33 is mainly used for arranging a control gate on the flood discharge channel side so as to realize reasonable and effective control of the water flow on the flood discharge channel side. The height H1 'of the gate chamber section 33 is determined by considering factors such as water blocking in front of the gate on the basis of the height H' of the flood discharge channel; the gate can select an integrated gate or a steel gate controlled by external hoisting equipment according to the size requirement; the length L2 of the lock chamber section 33 should be generally determined in combination with requirements of lifting, installing, overhauling and the like of the lock gate, and l2=3 to 10m is generally taken; the traffic cover 331 should be added on the top of the gate chamber section 33 for traffic on the top of the gate chamber.
The overflow transition section 34 is provided with a flood discharge open channel 342 and a migration open channel 341, the flood discharge open channel 342 and the migration open channel 341 are respectively communicated with the flood discharge underdrain 333 and the migration underdrain 334, an overflow side weir 343 is arranged between the flood discharge open channel 342 and the migration open channel 341, and the overflow side weir 343 is used for overflowing the flood discharge open channel 342 to the migration open channel 341; the migration open channels 341 and the flood discharge open channels 342 are arranged side by side, and the depth of the migration open channels 341 is smaller than that of the flood discharge open channels 342; the height of the overflow side weir 343 is smaller than the height of the mouth of the overflow transition section 34. As shown in fig. 8: the overflow gradual change section 34 realizes the connection between the gate chamber section 33 structure and the downstream flood discharge channel 41 structure, and simultaneously realizes the control of the water cross section and the water flow in the fishway through the overflow side weir 343 designed between the flood discharge channel and the fishway. Specifically, when the upstream water inflow is larger than the downstream vertical joint type fishway designed water inflow, the opening degree of the gate at the side of the flood discharge canal is controlled, so that the flood discharge flow and the excessive flow can be regulated. However, since the uncertainty of the flow of the mountain torrent water is large, the change of the upstream water is frequent, the opening of the gate is regulated and controlled to have errors and time limit, and the regulation and control guarantee of the water quantity at the side of the fishway can realize more accurate handle control through the overflow side weir 343: that is, when the water quantity is larger than the designed water quantity of the downstream vertical seam type fishway, after the water reaches the overflow gradual change section 34, the excessive water quantity overflows into the flood discharge canal through the overflow side weir 343, so that the hydraulic condition of the downstream vertical seam type fishway in the fish migration period is ensured. Because the mountain torrent burst period and the fish migration period are not overlapped, after the mountain torrent burst at the upstream side, the flood discharge flow in the flood discharge channel is overlarge, and the water flow in the flood discharge channel can overflow into the side of the fishway through the side weir, so that the combined flood discharge of the flood discharge channel and the fishway is realized. In the overflow transition section 34, the height of the overflow side weir 343 is generally 1 to 2m according to the fish migration requirement.
The middle connecting section is convenient for synchronous construction of the flood discharge canal and the fishway in a parallel mode, and meanwhile, water can overflow into the fishway to realize flood discharge through the fishway when the flood water level is higher, so that the flood discharge pressure in the flood discharge canal is relieved, and the flood discharge effect is improved.
3. Downstream separation section 4
The downstream separation section 4 is communicated downstream of the barrage 1 and comprises a downstream flood discharge channel 41 and a downstream fishway 42; the downstream flood discharge channel 41 and the downstream fishway 42 are respectively connected to the flood discharge channel 342 and the migration channel 341. The downstream separation section 4 is communicated to the downstream of the barrage 1 after passing through the barrage 1 from the upstream of the barrage 1. A tie rod 43 is arranged between two sides of the canal opening of the downstream flood discharge canal 41; an L-shaped baffle 421 and a straight baffle 422 are arranged in the downstream fishway 42, and a vertical seam type fishway is formed; a plurality of resting areas 423 and a plurality of pool chambers are also provided in the downstream fishway 42, the bottom of the resting areas 423 is horizontal, and the resting areas 423 are located between two adjacent L-shaped baffles 421. The cells are also formed between the L-shaped baffles 421, with a rest room along the line for every 10-15 cells when the length of the downstream fishway 42 is long.
The lower separation section is arranged on the downstream river bank of the river barrage 1, the downstream flood discharge canal 41 and the downstream fishway 42 are separated, and the floor space and the investment are reduced while the function partition is realized. As shown in fig. 9, the downstream flood discharge channel 41 adopts a rectangular open channel, the size of which is comprehensively determined according to the flood discharge flow, the flow speed and the like, and the pull rods 43 are arranged at intervals of 1.2-2 m at the top of the downstream flood discharge channel 41 to coordinate structural stress; the downstream fishway 42 can be set according to the actual fish passing requirement, and specifically can be designed into a ecological fishway, a vertical joint type fishway and the like, and if the vertical joint type fishway is adopted, the downstream fishway 42 is determined according to the comprehensive factors such as the water level drop, the flow, the fish passing flow rate and the like.
The above examples are presented for the purpose of illustration only and are not intended to be limiting of the embodiments; it is not necessary here nor is it exhaustive of all embodiments. And obvious variations or modifications thereof are contemplated as falling within the scope of the present technology.
Claims (10)
1. A flood discharge canal and fishway combined system, characterized in that: the device is arranged at the side bank of the barrage (1) and comprises an upstream joint section (2), a middle joint section (3) and a downstream separation section (4) which are sequentially arranged along the water flow direction;
the upstream combined section (2) is communicated with the upstream of the river barrage (1) and is provided with a trapezoid combined water channel (22), and a slow flow stop block (21) for semi-shielding water flow is arranged in the trapezoid combined water channel (22); the trapezoid combined water channel (22) is used for flood discharge and migration of fishes;
the middle connecting section (3) comprises a water inlet gradual change section (31), a connecting section (32), a lock chamber section (33) and an overflow gradual change section (34) which are sequentially arranged along the water flow direction; the connecting section (32) is provided with a rectangular water channel (321) for buffering water flow, and the rectangular water channel (321) is connected with the trapezoid combined water channel (22) through a water inlet gradual change section (31); the gate chamber section (33) is provided with a flood discharge underdrain (333) and a migration underdrain (334), and the flood discharge underdrain (333) and the migration underdrain (334) are both communicated with the rectangular water channel (321); the overflow transition section (34) is provided with a flood discharge open channel (342) and a migration open channel (341), the flood discharge open channel (342) and the migration open channel (341) are respectively communicated with the flood discharge underdrain (333) and the migration underdrain (334), an overflow side weir (343) is arranged between the flood discharge open channel (342) and the migration open channel (341), and the overflow side weir (343) is used for overflowing the flood discharge open channel (342) to the migration open channel (341);
the downstream separation section (4) is communicated to the downstream of the sluice dam (1) and comprises a downstream flood discharge channel (41) and a downstream fishway (42); the downstream flood discharge channel (41) and the downstream fishway (42) are respectively communicated with the flood discharge open channel (342) and the migration open channel (341).
2. The flood discharge channel and fishway combined system of claim 1, wherein: the trapezoid combined water channel (22) of the upstream combined section (2) is formed by pouring concrete, and inclined slope protection (23) are arranged on two sides of the trapezoid combined water channel (22).
3. The flood discharge channel and fishway combined system of claim 2, wherein: the slope of the slope protection (23) is provided with a vegetation layer (231), and a reverse filtering layer (232) is arranged below the vegetation layer (231).
4. The flood discharge channel and fishway combined system of claim 1, wherein: the width of the top of the water inlet gradual change section (31) decreases along the water flow direction, and the width and the depth of the bottom increase along the water flow direction; the upstream side of the water inlet gradual change section (31) is communicated with the trapezoid combined water channel (22), and the downstream side of the water inlet gradual change section (31) is connected with the connecting section (32).
5. The flood discharge channel and fishway combined system of claim 4, wherein: the water inlet gradual change section (31) comprises a gradual change water channel (311) with a trapezoid cross section; guide slopes (312) are arranged on two sides of the gradual change water channel (311); the gradual change water channel (311) and the diversion slope (312) are both formed by concrete casting.
6. The flood discharge channel and fishway combined system of claim 1, wherein: the gate chamber section (33) is formed by pouring concrete, and a secondary concrete layer (332) for pouring the concrete is arranged on the bottom and the side wall of the flood discharge underdrain (333); the migration underdrain (334) has a depth less than a depth of the flood discharge underdrain; a gate for restricting flow is provided on the flood discharge underdrain (333).
7. The flood discharge channel and fishway combined system of claim 6, wherein: a cover plate (331) for passing people is arranged at the canal openings of the flood discharging underdrain (333) and the migration underdrain (334).
8. The flood discharge channel and fishway combined system of claim 1, wherein: the migration open channels (341) are arranged side by side with the flood discharge open channels (342), and the depth of the migration open channels (341) is smaller than that of the flood discharge open channels (342); the height of the overflow side weir (343) is smaller than the height of the mouth of the overflow gradual change section (34).
9. The flood discharge channel and fishway combined system of claim 1, wherein: the downstream separation section (4) is communicated to the downstream of the river barrage (1) after passing through the river barrage (1) from the upstream of the river barrage (1).
10. The flood discharge channel and fishway combined system of claim 9, wherein: a pull rod (43) is arranged between two sides of the canal opening of the downstream flood discharge canal (41); an L-shaped baffle (421) and a straight baffle (422) are arranged in the downstream fishway (42), and a vertical joint type fishway is formed; a plurality of rest areas (423) are further arranged in the downstream fishway (42), the bottoms of the rest areas (423) are horizontal, and the rest areas (423) are positioned between two adjacent L-shaped partition boards (421).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN202321039914.XU CN219637845U (en) | 2023-05-04 | 2023-05-04 | Flood discharge canal and fishway combined system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202321039914.XU CN219637845U (en) | 2023-05-04 | 2023-05-04 | Flood discharge canal and fishway combined system |
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| CN219637845U true CN219637845U (en) | 2023-09-05 |
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| CN202321039914.XU Active CN219637845U (en) | 2023-05-04 | 2023-05-04 | Flood discharge canal and fishway combined system |
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- 2023-05-04 CN CN202321039914.XU patent/CN219637845U/en active Active
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