Barrier dam formation evaluation method based on water flow erosion capability
A technology of water flow and capacity, which is applied in the evaluation field of potential landslides or landslides forming dams, can solve the problems of landslide soil erosion to the downstream, soil cannot be accumulated, and the quantitative relationship of water erosion capacity has not been discussed, and the evaluation method is simple , effective forecasting, and the effect of easy calculation parameters
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Embodiment 1
[0040] Such as figure 2 shown. The Laoyingyan landslide is one of the cases where the "5.12" Wenchuan Earthquake triggered landslides to form a barrier dam. It is located in the northwest of Quanshui Village, Gaochuan Township, An County, Mianyang City, Sichuan Province, with geographical coordinates N31°37′20.4″, E104°08′25.92″, After the Laoyingyan landslide occurred, a high-speed debris flow rushed into the Huangdongzi Valley and completely blocked it, forming a barrier dam with a height of 105m and a crest width of 150m. Ten days after the Wenchuan earthquake, the water storage capacity of the Laoyingyan barrier dam Has reached 2200000m 3 , The landslide not only formed a huge barrier dam, but also buried the Eagle Rock Power Station as a whole, resulting in the death of more than 20 people and economic losses of nearly 10 million yuan.
[0041] Adopt the method for evaluating the formation of the barrier dam based on the water erosion ability of the present invention t...
Embodiment 2
[0052] Such as figure 2 shown. The K24+500 landslide on the S303 Yingxiu-Wolong highway occurred on May 13, 2008. It is a case of a landslide that did not form a barrier dam. The S303 Yingxiu-Wolong highway K24+500 landslide is located in Gengda Town, Wenchuan County. On the left side of the road, on the right bank of Yuzixi River. After the landslide occurred, the landslide soil rushed into the Yuzixi River. Due to the turbulent flow of the Yuzixi River, most of the landslide soil was quickly eroded and transported by the river, which did not block the river to form a dam, but damaged the cable bridge across the river. And buried the Yingxiu-Wolong highway opposite the landslide location, causing the highway to be interrupted.
[0053] Adopt the formation evaluation method of the barrier dam based on the water flow erosion ability of the present invention to evaluate and verify that the landslide of the K24+500 road from Yingxiu to Wolong on the S303 line does not form a b...
Embodiment 3
[0064] Such as figure 2 shown. On September 21, 1999, a 7.3-magnitude earthquake occurred in Taiwan, China. The earthquake induced a landslide on the mountain slope near Caoling Village, Gukeng Township, Yunlin County. After the formation, the dam body height of 50-100m was formed, and the barrier lake did not cause serious secondary disasters. During the subsequent typhoon and heavy rain events, the lake area of the barrier lake was gradually silted up, and it is now full of soil and sand.
[0065] Using the method for evaluating the formation of barrier dams based on water erosion capacity of the present invention, the formation of barrier dams for potential landslides in Caoling is evaluated and verified, and the specific steps are as follows:
[0066] The first step is to obtain the location of the potential landslide in Caoling through the pre-earthquake remote sensing data. Determine the potential landslide area A through remote sensing and terrain data L 4000000m ...
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