Prevention and control method for debris flow induced by ice-lake break and application of method
A mud-rock flow and dam technology, which is applied in the field of prevention and control of super-large mud-rock flow caused by glacial lake outburst, can solve the problems of no super-large mud-rock flow prevention and treatment method, low frequency of occurrence, and small distribution, so as to reduce the outbreak scale and weaken the The effect of peak flow rate and prolonged discharge time
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Embodiment 1
[0033] Such as figure 1 , figure 2 shown. A basin located in a mountainous area at an altitude of 4500m has an area of 30km 2 , there is a moraine lake upstream, and its catchment area is about 20km 2 , through on-site investigation, it is found that the average height of moraine dam body 1 is 42m, the length of the dam crest axis is 80m, the average width B of moraine dam body 1 dam crest is 15m, and the length of the burst section is L 1 is 20m, and the storage capacity is about 300×10 when the ice lake is full of water 4 m 3 . In order to minimize the threat and harm to the railways, highways, water conservancy facilities, residential areas and farmland in the lower reaches of the ice lake, the ice lake outburst debris flow prevention method of the present invention is adopted, and the specific steps are as follows:
[0034] In the first step, starting from the center of the burst section on the moraine dam body 1, the calculation area is divided to both sides of t...
Embodiment 2
[0049] Such as image 3 , Figure 4 shown. A basin located in a mountainous area at an altitude of 4000m has an area of 70km 2 , there is a moraine lake upstream, and its catchment area is about 30km 2 , through on-site investigation, it is found that the average height of moraine dam body 1 is 60m, the length of the dam crest axis is 150m, the average width B of moraine dam body 1 dam crest is 12m, and the length of the burst section is L 1 is 40m, and the storage capacity is about 600×10 when the ice lake is full of water 4 m 3. In order to minimize the threat and harm to the railways, highways, water conservancy facilities, residential areas and farmland in the lower reaches of the ice lake, the ice lake outburst debris flow prevention method of the present invention is adopted, and the specific steps are as follows:
[0050] In the first step, starting from the center of the burst section on the moraine dam body 1, the calculation area is divided to both sides of t...
Embodiment 3
[0065] Such as Figure 5 , Figure 6 shown. A watershed area of 120km located in a mountainous area at an altitude of 5000m 2 , there is a moraine lake upstream, and its catchment area is about 70km 2 , through on-site investigation, it is found that the average height of moraine dam body 1 is 100m, the axis length of the dam crest is 260m, the average width B of the dam crest of moraine dam body 1 is 20m, and the length of the burst section is L 1 is 80m, and the storage capacity is about 1100×10 when the ice lake is full of water 4 m 3 . In order to minimize the threat and harm to the railways, highways, water conservancy facilities, residential areas and farmland in the lower reaches of the ice lake, the ice lake outburst debris flow prevention method of the present invention is adopted, and the specific steps are as follows:
[0066] In the first step, starting from the center of the burst section on the moraine dam body 1, the calculation area is divided to both s...
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