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, weirs, etc., can solve the problems of dam breakage, weak maintenance force, and slow excavation progress of spillways, so as to achieve short construction time and ensure the safety of life and property Effect
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Embodiment 1
[0045] The passive discharge rescue method for earth-rock dam break includes the following steps:
[0046] Based on the dam risk assessment figure 1 Zhong Earth-rock Dam 1-1 has a high dam-break risk. The dam crest elevation is 8.0m, and the water level on the dam has reached 7.6m. Check flood level. According to the short-term forecast, there will still be a large flow process in the upstream in the next 3 days. A flood discharge channel has been abandoned for a long time in disrepair. It is expected that the earth-rock dam will be overtopped in 5 hours, and emergency discharge facilities need to be constructed within 5 hours.
[0047] (1) According to the calculation results, a drainage channel 1-2 with a width of 5m and a crest elevation of 7.5m is designed in the middle of the dam crest, see figure 1 . The discharge channel is constructed by millisecond blasting, and the waterproof geotextile three-dimensional composite filter pad is anchored on the dam surface under the discha...
Embodiment 2
[0056] image 3 The dam crest elevation of Zhong Earth-rock Dam 2-1 is 8m, and the dam break has reached the first stage. The downstream slope has formed a gully but has not reached the second stage and has formed a stepped ridge. image 3 Shown.
[0057] (1) Determine the size of the trough opening door to be 3.5m based on the existing breach width;
[0058] (2) Use continuous anchor rods to anchor the waterproof geotextile at the position of the downstream dam slope at the predetermined discharge channel body;
[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 order is from top to bottom;
[0060] b. The widest part of the edge of the breach is 3.5m, and the anchoring level is W H ≥2~3B, where H Dam crest =8m, B=3.5m, calculate W H ≥7~10.5m, in order to increase protection, the horizontal anchoring range is 10.5m. A three-dimensional composite filter pad with a width of 5m is selected, and a...
Embodiment 3
[0065] According to the dam risk assessment, the earth-rock dam 3-1 has a high risk of dam failure, the dam crest elevation is 14m, and the storage capacity is 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 in the upstream in the next 3 days. The original flood channel of the earth-rock dam has been abandoned for a long time. It is expected that the earth-rock dam will overflow in 8 hours. It is necessary to construct emergency drainage facilities within 8 hours.
[0066] (1) According to the calculation results, a drainage channel with a width of 10m and a top elevation of 13m is designed in the middle of the dam crest, and the water-proof geotextile three-dimensional composite filter mat is anchored on the dam surface under the drainage channel, see Figure 5 .
[0067] (2) Use continuous anchor rods to anchor the waterproof geotextile at the position of the downstream...
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