Passive-drainage emergency rescue method in case of earth-rock dam break
An earth-rock dam and discharge technology, applied in the direction of dams, barrages, barrages, etc., can solve the problems of weak maintenance force, dam break, and difficulty in working, and achieve the effect of ensuring the safety of life and property and shortening the construction time
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Embodiment 1
[0045] The rescue method for passive discharge of earth-rock dam failure includes the following steps:
[0046] According to the dam risk assessment figure 1 Middle earth-rock dam 1-1 has a high risk of dam failure. The dam crest elevation is 8.0m, and the water level above the dam has reached 7.6m. Some flood discharge channels have been in disrepair for a long time and have been abandoned. It is estimated that the earth-rock dam will overflow in 5 hours, and emergency discharge facilities need to be built within 5 hours.
[0047] (1) According to the calculation results, design a discharge channel 1-2 with a width of 5m and a top elevation of 7.5m in the middle of the dam crest, see figure 1 . The discharge channel is constructed by differential blasting, and the dam surface under the discharge channel is anchored with a waterproof geotextile three-dimensional composite filter pad.
[0048] (2) Use the continuous anchor rod to anchor the waterproof geotextile at the prede...
Embodiment 2
[0056] image 3 The dam crest elevation of Zhongtushidam 2-1 is 8m and has begun to overflow. The current situation of the dam failure has reached the first stage and the downstream slope has formed gullies. image 3 shown.
[0057] (1) According to the width of the existing breach, the size of the gate of the chute is determined to be 3.5m;
[0058] (2) Use the continuous anchor rod to anchor the waterproof geotextile at the predetermined discharge channel body position on the downstream dam slope;
[0059] a. The anchoring elevation range is from the water surface downstream of the dam to the top of the discharge channel, and the laying sequence is from top to bottom;
[0060] b. The widest part of the edge of the breach is 3.5m, and the anchoring horizontal range is W H ≧2~3B, of which H 坝顶 =8m, B=3.5m, calculated W H ≧7~10.5m, in order to increase protection, the horizontal anchoring range is 10.5m. A three-dimensional composite filter mat with a width of 5m is selec...
Embodiment 3
[0065] According to the risk assessment of the dam, it is concluded that the earth-rock dam 3-1 has a high risk of dam failure, with a crest elevation of 14m and a storage capacity of 80,000m 3 , the water level on the dam has reached the check flood level of 12.5m. According to the short-term forecast, there will still be a large flow process upstream in the next 3 days. The original flood discharge channel of the earth-rock dam has been in disrepair for a long time and has been abandoned. roof, it is necessary to construct emergency drainage facilities within 8 hours.
[0066] (1) According to the calculation results, a discharge channel with a width of 10m and a top elevation of 13m is designed in the middle of the dam crest, and a waterproof geotextile three-dimensional composite filter pad is anchored on the dam surface under the discharge channel, see Figure 5 .
[0067] (2) Use the continuous anchor rod to anchor the waterproof geotextile at the predetermined discharg...
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