Composite protection structure of surface mine underground water layer
A technology for protecting structures and groundwater, which is applied in open-pit mining, coastline protection, dams, etc., can solve problems such as lowering of water levels and destruction of surrounding ecosystems, and achieve the effect of avoiding secondary pollution
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Embodiment 1
[0055] The present invention relates to a composite protective structure for the underground water layer of an open-pit mine, comprising a side slope 1, an anti-seepage pit 2 dug downward at the position of the lowest water level of the side slope 1, the inside of the anti-seepage pit 2 is filled with clay, and the foot of the side slope 1 A dam body 3 is built outward, a clay layer 5 is filled between the dam body 3 and the side slope 1, a soil slope layer 6 is filled between the clay layer 5 and the side slope 1, and the inner slope surface of the dam body 3 and the soil slope 6 A first anti-seepage layer 4 is arranged between the layer and the clay layer 5 .
[0056]The specifications of the anti-seepage pit 2: 1.5m×1.5m×1.5m, the interior of the anti-seepage pit 2 is filled with clay, the inner wall is laid with a second anti-seepage layer 8, the second anti-seepage layer 8 has the same structure as the first anti-seepage layer 4 .
[0057] The clay layer 5 is 1m higher t...
Embodiment 2
[0064] The present invention is a kind of composite protective structure of underground water layer in open-pit mine, such as figure 1 As shown, including side slope 1, the lowest water level of side slope 1 is dug downward with anti-seepage pit 2, the inside of anti-seepage pit 2 is filled with clay, and the foot of side slope 1 is built with dam body 3 outward, and the dam body 3 and side slope 1 is filled with clay layer 5, between clay layer 5 and side slope 1 is filled with soil slope layer 6, and the inner slope surface of dam body 3 and between soil slope 6 layer and clay layer 5 are provided with a second A seepage-proof layer 4 .
[0065] Anti-seepage pit 2 specification: 2m * 5m * 3m, the inside of anti-seepage pit 2 is filled with clay, and inwall is laid with the second anti-seepage layer 8, and the second anti-seepage layer 8 is identical with the first anti-seepage layer 4 structures.
[0066] The clay layer 5 is 2m higher than the original water level.
[0067...
Embodiment 3
[0073] The present invention is a kind of composite protective structure of underground water layer in open-pit mine, such as figure 1 As shown, including side slope 1, the lowest water level of side slope 1 is dug downward with anti-seepage pit 2, the inside of anti-seepage pit 2 is filled with clay, and the foot of side slope 1 is built with dam body 3 outward, and the dam body 3 and side slope 1 is filled with clay layer 5, between clay layer 5 and side slope 1 is filled with soil slope layer 6, and the inner slope surface of dam body 3 and between soil slope 6 layer and clay layer 5 are provided with a second A seepage-proof layer 4 .
[0074] Anti-seepage pit 2 specifications: 2m * 4m * 2m, the inside of anti-seepage pit 2 is filled with clay, and inwall is laid with the second anti-seepage layer 8, and the second anti-seepage layer 8 is identical with the first anti-seepage layer 4 structures.
[0075] The clay layer 5 is 1.5m higher than the original water level.
[0...
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