Deepwater ecological pond
An ecological and weir pond technology, applied in water conservancy projects, sea area engineering, construction, etc., can solve problems such as not being able to meet the needs of low water level seepage prevention, and achieve the effect of reducing pond leakage
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Embodiment 1
[0040] Such as Figure 1-Figure 3 As shown, the present embodiment provides a deep-water ecological weir pond, including a pond body 1, and the pond body 1 includes a base layer 2, an anti-seepage layer 3 arranged on the base layer 2 and a protective layer 4 arranged on the anti-seepage layer 3 , the pond body 1 includes a deep water area 5 and a shallow water area 6, the vertical height from the bottom of the deep water area 5 to the upper end of the shallow water area 6 is greater than 2.5m, the anti-seepage layer 3 of the deep water area 5 includes a sodium-based bentonite anti-seepage blanket 3, and the vertical height of the shallow water area 6 The anti-seepage layer 3 includes an anti-seepage clay layer 15; the bottom of the deep-water area 5 is provided with a seepage-adjusting device, which includes a concrete cofferdam 7, a metal cylinder 8 and a floating body 9, and the anti-seepage layer 3 inside the concrete cofferdam 7 is an anti-seepage The clay layer 15, the me...
Embodiment 2
[0045] This embodiment is optimized and defined on the basis of the above-mentioned embodiment 1.
[0046] In order to adjust the floating position of the floating body 9 as required, so that the upper end surface of the floating body 9 is flush with the interface between the deep water area 5 and the shallow water area 6 when the stay rope 10 is tensioned, the floating body 9 is a hollow metal ball or a hollow metal cylinder.
[0047] The weight of the floating body 9 can be adjusted by filling the hollow metal ball or the hollow metal cylinder with water, thereby adjusting the suspension position of the floating body 9 .
[0048] It should be noted that the floating position of the floating body 9 can also be adjusted by adjusting the length of the stay rope 10 .
Embodiment 3
[0050] This embodiment is optimized and defined on the basis of the above-mentioned embodiment 2.
[0051] In order to better realize the fixed pavement of the sodium-based bentonite anti-seepage blanket 3, an anchoring ditch 13 is excavated circumferentially at the junction of the deep water area 5 and the shallow water area 6, and the sodium-based bentonite anti-seepage blanket 3 is close to the wall of the anchoring ditch 13 and the bottom of the ditch, and then backfill the soil body for compaction, and the width and depth of the bottom of the anchor ditch 13 are greater than or equal to 500mm.
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