A double-sided vertical slit type fishway pond chamber silt reduction structure, fishway and silt reduction method thereof
A technology of double-sided vertical seams and fishways, which is applied in the field of fish passing buildings, can solve the problems of unfavorable water resource conservation and utilization, sediment deposition, etc., and achieve the effects of simple structure, prevention of sediment deposition, and reduction of impact
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Embodiment 1
[0028] Such as Figure 2-Figure 3 As shown, a double-sided vertical slit type fishway pond room silt reduction structure, the silt reduction structure includes a longitudinal diversion ridge 1 and an oblique flow guide sand ridge 2, and the longitudinal diversion ridge 1 and oblique flow guide The sand ridges 2 are all arranged at the bottom of the fishway pond chamber 3;
[0029] The longitudinal diversion ridge 1 is used to block the bottom flow of the upper vertical seam 4 from entering the lower vertical seam 4, leading it into the silt area 5, and flushing sand for the fishway pond chamber 3;
[0030] The oblique diversion guide sill 2 is used to adjust the water flow guided by the longitudinal guide sill 1 into the silt zone 5 and to guide the sediment into the mainstream zone 6 of the fishway pond chamber 3 .
[0031] It prevents the sediment deposition in the fishway pond room, and the use of the existing fish vertical seam to transport sand can reduce the impact on t...
Embodiment 2
[0038] Such as Figure 4-Figure 5 As shown, the difference from Example 1 is that the silt reduction structure only includes a longitudinal diversion sill 1, and the longitudinal diversion sill 1 is arranged at the bottom of the fishway pond chamber 3;
[0039] The longitudinal diversion sill 1 is used to block the bottom flow of the upper vertical seam 4 from entering the lower vertical seam 4, leading it into the silt area 5, and flushing sand for the fishway pond chamber 3.
Embodiment 3
[0041] The difference from Embodiment 1-Example 2 is that, further, the longitudinal diversion ridge 1 and the oblique diversion diversion ridge 2 are both movably arranged at the bottom of the fishway pond chamber 3 .
[0042] Specifically, a movable connection structure can be used, which is arranged at the edge or bottom of the longitudinal diversion ridge 1 and the oblique diversion diversion ridge 2, for faster installation on the bottom of the fishway pond chamber 3, and when there is damage , It can be easily maintained and replaced, and at the same time, it is convenient to adjust the angle and position according to the effect of reducing silt.
[0043] Wherein, the movable connection structure is not limited to the connection structure in the prior art, such as a bolt, a slot, and a clamping structure arranged at the edge or at the bottom.
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