Risk judgment method for rock landslide and application of risk judgment method
A dangerous and rocky technology, applied in the field of rock landslide risk judgment, can solve the problems of unsuitable rock landslide risk judgment, no quantitative terrain factor calculation method, and reduced accuracy of landslide early warning, so as to improve landslide Early warning effect, landslide disaster reduction, and strong applicability
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Embodiment 1
[0035] see Figure 1-Figure 3 , a method for judging the risk of rock landslides, comprising the following steps:
[0036] a. Determine the basic topographical data of the landslide through on-site investigation and mapping: the slope of the landslide α, the area of the landslide A, and the area of the upper side of the landslide A u, the slope of the upper side of the landslide body β, the area of the left side of the landslide body A L , the topographic undulation slope on the left side of the landslide body θ 1 , the area A of the right side of the landslide body R , the terrain undulation slope on the right side of the landslide body θ 2 ;
[0037] b. Calculate the upper steep terrain factor U through formula 1, and calculate the comprehensive factor C on both sides through formula 2;
[0038]
[0039]
[0040] c. Calculate the terrain comprehensive discriminant factor T by formula 3;
[0041] T=tan(α)+1.5U+0.5C (Formula 3)
[0042] D, the landslide comp...
Embodiment 2
[0045] see Figure 1-Figure 3 , a method for judging the risk of rock landslides, comprising the following steps:
[0046] a. Determine the basic topographical data of the landslide through on-site investigation and mapping: the slope of the landslide α, the area of the landslide A, and the area of the upper side of the landslide A u , the slope of the upper side of the landslide body β, the area of the left side of the landslide body A L , the topographic undulation slope on the left side of the landslide body θ 1 , the area A of the right side of the landslide body R , the terrain undulation slope on the right side of the landslide body θ 2 ;
[0047] b. Calculate the upper steep terrain factor U through formula 1, and calculate the comprehensive factor C on both sides through formula 2;
[0048]
[0049]
[0050] c. Calculate the terrain comprehensive discriminant factor T by formula 3;
[0051] T=tan(α)+1.5U+0.5C (Formula 3)
[0052] D, the landslide com...
Embodiment 3
[0056] see Figure 1-Figure 3 , a method for judging the risk of rock landslides, comprising the following steps:
[0057] a. Determine the basic topographical data of the landslide through on-site investigation and mapping: the slope of the landslide α, the area of the landslide A, and the area of the upper side of the landslide A u , the slope of the upper side of the landslide body β, the area of the left side of the landslide body A L , the topographic undulation slope on the left side of the landslide body θ 1 , the area A of the right side of the landslide body R , the terrain undulation slope on the right side of the landslide body θ 2 ;
[0058] b. Calculate the upper steep terrain factor U through formula 1, and calculate the comprehensive factor C on both sides through formula 2;
[0059]
[0060]
[0061] c. Calculate the terrain comprehensive discriminant factor T by formula 3;
[0062] T=tan(α)+1.5U+0.5C (Formula 3)
[0063] D, the landslide com...
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