Fishway structure for improving fish migration efficiency and construction method thereof
An efficient and fish-friendly technology, which is applied in the fishway structure and its construction field to improve the fish migration efficiency, can solve the problems of reduced fish migration efficiency, difficult fishway flow, and small water flow, so as to reduce energy consumption and slow down the flow rate , High stability effect
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Embodiment 1
[0046] refer to figure 1 , the river channel 2 continues to extend, and the dam body 21 is built on the river channel 2. The direction of the dam body 21 is perpendicular to the extension direction of the river channel 2. The horizontal ends of the dam body 21 are connected with the banks on both sides of the river channel 2. A water inlet 22 is reserved at the position, and the width of the water inlet 22 matches the width of the fishway structure to be constructed.
[0047] The fishway structure for improving fish migration efficiency includes a body 1 made of reinforced concrete, the body 1 extends downstream from the dam body 21 , and the inclined upper end of the body 1 faces the water inlet 22 and is integrally cast. The two groups of vertical side walls of the body 1 are uniformly poured on the end faces of the side facing away from each other to form several sets of support piers 6, and each set of support piers 6 is a vertically arranged cuboid, and the lower ends of ...
Embodiment 2
[0054] The construction method of the fishway structure of the embodiment of the present application to improve the fish migration efficiency is as follows:
[0055] a. Before the construction of the fishway, various raw materials such as steel bars, cement, sand and stones are transported to the construction site; the water inlet 22 is reserved on the dam, and the vertical inner walls on both sides of the water inlet 22 are roughened to prepare for the main body 1 construction;
[0056] b. The main body 1 is made of reinforced concrete, and the construction of each group of supporting piers 6 is carried out on the river channel 2. Before the construction of each group of supporting piers 6, holes are dug and steel bars are bundled. The lower ends of the steel bars are inserted into the holes of each group, and concrete is poured first. The mortar is fixed; then each group of steel bars on the body 1 is bundled, and finally the overall formwork is erected, and each group of ve...
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