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Winding type fishway

A circuitous and fishway technology, applied in the field of high head dams and circuitous fishways, can solve the problems of column stability, single fishway form, inability to adjust flexibly, etc., and achieves low construction difficulty, space saving, and energy saving. The effect of project cost

Inactive Publication Date: 2015-01-21
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

But there is following deficiency in this fishway: (1) this fishway needs a column structure, and this column structure is built on rock foundation, and its height is suitable with dam height, and the height of column increases along with the increase of dam height, If the fishway is applied to a high dam, its height will lead to poor stability of the column. For example, the wind load will cause a large stress at the contact between the column and the rock foundation, which will cause problems in the stability of the entire column. , so this fishway is not suitable for high dams; (2) The elevation of the column body is equivalent to that of the dam body, and it needs to be built separately on the side of the dam, and a large amount of steel bars, concrete and other materials are needed to build the columns, and there is a problem of high cost; ( 3) The form of this kind of fishway is relatively simple, and it cannot be flexibly adjusted according to the conditions of the dam body and the mountain body

Method used

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Examples

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Embodiment 1

[0031] In this embodiment, there are relatively steep mountains on both sides of the dam, and a circuitous fishway is built on the mountain on one side of the dam. The location and overall shape diagram of the circuitous fishway are shown in figure 1 , the fishway 5 is set on the mountain 8 on one side of the dam 7, the downstream end of the fishway is located under the water surface of the downstream channel of the dam, the upstream end of the fishway is located under the water surface of the upstream channel of the dam, and the shape of the fishway is a spiral shape.

[0032] The fishway 5 includes a side wall 1, a bottom plate 2, a partition 3 and a deflector 4. The side wall is located on both sides of the bottom plate, the partition 3 is located on the inner wall of one side wall, and the deflector 4 is located on the inner wall of the other side wall. Above, a vertical seam 10 is formed between the free end of the partition and the free end of the deflector, and the part...

Embodiment 2

[0035] In this embodiment, there are relatively steep mountains on both sides of the dam, and a circuitous fishway is built on the mountain on one side of the dam. The location and overall shape schematic diagram of the circuitous fishway is similar to figure 1 , the fishway 5 is set on the mountain 8 on one side of the dam 7, the downstream end of the fishway is located under the water surface of the downstream channel of the dam, the upstream end of the fishway is located under the water surface of the upstream channel of the dam, and the shape of the fishway is similar to Spiral, the fishway starts from its downstream end in a zigzag shape, and the rest of it spirals around the mountain.

[0036] The fishway 5 includes a side wall 1, a bottom plate 2, a partition 3 and a deflector 4. The side wall is located on both sides of the bottom plate, the partition 3 is located on the inner wall of one side wall, and the deflector 4 is located on the inner wall of the other side wall...

Embodiment 3

[0039] In this embodiment, there are very steep mountains on both sides of the dam, and it is difficult to build a fishway on the mountain. Therefore, a circuitous fishway is built on the dam body of the dam 7. The setting position of the circuitous fishway is and the general shape diagram see figure 2 , the fishway 5 is arranged on the dam body of the dam 7, and the fishway is built while the dam is being built, and one end of the fishway bottom plate is embedded in the dam body, and the fishway 5 is formed by the side dam located at the downstream side of the dam 7 The first section on the surface of the dam body, the third section on the surface of the dam body on the upstream side of the dam 7, and the second section located in the dam body so that the first section and the third section communicate, the downstream end of the fishway It is located under the water surface of the downstream channel of the dam, the upstream end of the fishway is located under the water surfa...

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Abstract

The invention belongs to the technical field of hydroengineering and provides two winding type fishways. Each winding type fishway comprises side walls, a base board, partition boards and guide boards, wherein the side walls are located on the two sides of the base board, the partition boards and the guide boards are arranged on the inner walls of the side walls, the fishway is divided into a plurality of pool chambers through the partition boards and the guide boards, and all the pool chambers are communicated with one another. The first fishway is arranged on a mountain on the side of a dam, the downstream end of the first fishway is located underwater in the downstream river channel of the dam, the upstream end of the first fishway is located underwater in the downstream river channel of the dam, and the shape of the first fishway is spiral or in a screw-like shape. The second fishway is composed of a first section, a third section and a second section, wherein the first section is located on the surface of the dam body, located on the downstream side, of the dam, the third section is located on the surface of the dam body, located on the upstream side, of the dam, the second section is located in the dam body and enables the first section and the third section to be communicated with each other, the downstream end of the second fishway is located underwater in the downstream river channel, the upstream end of the second fishway is located underwater in the upstream river channel, and the shape of the fishway is in the shape of a broken line.

Description

technical field [0001] The invention belongs to the field of water conservancy and hydropower engineering, and relates to a circuitous fishway, in particular to a high-head dam suitable for complex terrain conditions. Background technique [0002] With the gradual acceleration of the development of water conservancy and hydropower resources in my country, the degradation of natural fishery resources has become increasingly serious. The development of water conservancy and hydropower resources has endangered the rare and endemic fish in national nature reserves. With the strengthening of the awareness of social ecological environment protection, the research and construction of fish passing facilities has been paid more attention. Existing fishways are generally only suitable for low-head water conservancy projects with dam heights below 20-25m. The fish passing facilities used in medium-high head water conservancy projects mainly include fish gates, fish lifts, and fish cont...

Claims

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Application Information

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IPC IPC(8): E02B8/08
CPCE02B8/08
Inventor 张建民李旭郭文思张隆松张俊慧
Owner SICHUAN UNIV
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