Deformation characteristics, mechanisms, and potential impulse wave assessment of the Wulipo landslide in the Baihetan reservoir region, China

• Published in: Landslides Vol. 20; no. 3; pp. 615 - 628
• Main Authors: Yi, Xiaoyu, Feng, Wenkai, Li, Botao, Yin, Baoguo, Dong, Xiujun, Xin, Chunlei, Wu, Mingtang
• Format: Journal Article
• Language: English
• Published: Berlin/Heidelberg Springer Berlin Heidelberg 01.03.2023; Springer Nature B.V
• Subjects: Agriculture; Bridge decks; Bridges; Casualties; Center of gravity; Civil Engineering; Compression; Deformation; Disasters; Earth and Environmental Science; Earth Sciences; Environmental risk; Failure mechanisms; Failure modes; Field investigations; Geography; Geological surveys; Gravity; Hydroelectric power; Hydroelectric power stations; Landslides; Landslides & mudslides; Natural Hazards; Overflow; Periodic variations; Precipitation; Recent Landslides; Reservoir water; Reservoirs; Rocks; Rockslides; Shearing; Simulation; Simulation analysis; Turbulence models; Unmanned aerial vehicles; Water levels; Wave height; China; Failure mechanism; FLOW3D; Wulipo landslide; Impulse wave; Baihetan reservoir region
• ISSN: 1612-510X; 1612-5118
• DOI: 10.1007/s10346-022-02010-6

Landslide failure near a reservoir generates impulse waves, greatly increasing casualties and property losses. This paper presents a field investigation and potential impulse wave simulation analysis of the Wulipo (WLP) landslide, which deformed after the initial impoundment of the Baihetan Hydropower Station, China. According to geological surveys, the WLP landslide is a weak base-type, weathered, fragmented rockslide with soft rock in the lower portion and hard rock in the upper portion. The deformation and failure mechanism under the action of reservoir water consist of compression, fracturing, and shearing. The periodic fluctuation of reservoir water may cause overall high-speed slip failure of the WLP landslide. According to the inferred failure mode of the WLP landslide, the impulse waves caused by the overall failure of the landslide at the highest (825 m) and lowest (765 m) water levels are predicted. Due to the significant height difference between the center of gravity of the landslide and the reservoir water level, the wave height and fluctuation degree of the overall failure of the WLP landslide for 765 m are significantly greater than those for 825 m. However, the wave flood area for 825 m is larger than that for 765 m. Although the impulse waves triggered by the overall landslide at either water level will not destroy the nearby Menggu community, at 765 m, impulse waves will overflow the bridge deck of Ganhu Road. Therefore, engineering measures such as reducing the landslide volume can lower the secondary disaster risk posed by WLP landslides. This study provides insights into landslide disaster risk in the Baihetan Reservoir region and similar areas worldwide.