Prevention and Control Methods for Typical Landslide-Induced Waves in the Baihetan Reservoir
Author:
Funder
National Natural Science Foundation of China
Fundamental and Frontier Research Project of Chongqing Municipality
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s10706-024-02891-5.pdf
Reference24 articles.
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2. Bullard GK, Mulligan RP, Take WA (2023) Landslide tsunamis: exploring momentum transfer to waves generated by a range of materials with different mobility impacting water. Landslides 20(12):2619–2633
3. Chanda A, Pramanik S (2023) Effects of a thin vertical porous barrier on the water wave scattering by a porous breakwater. Phys Fluids. https://doi.org/10.1063/5.0153109
4. Chen X, Li R, Hu B, Yin Y, Yang J, Shu J, Panpan Q, Huang B (2023) Deformation response and mechanical analysis of the Wangjiashan landslide in Baihetan Hydropower Station, China, during initial impoundment. Bull Eng Geol Env 82(9):344. https://doi.org/10.1007/s10064-023-03361-7
5. Dong X, Yin Y, Huang B, Chen Y, Wang X (2023) A 3D slice–based analytical calculation formula for the reservoir landslide velocity: a 3D slice–based formula for the reservoir landslide velocity. Landslides 20(10):2095–2110. https://doi.org/10.1007/s10346-023-02081-z
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