Bilateral vertical seam type fishway pond chamber silt reduction structure, fishway and silt reduction method thereof
A technology of double-sided vertical joints and fishways, which is applied in the field of fish-passing buildings, can solve the problems of sedimentation and unfavorable water resource conservation and utilization, and achieve the effects of preventing sedimentation, simple structure, and water resource conservation
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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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