A novel depth-averaged model of landslide over erodible bed using (b, s) coordinates

被引:0
|
作者
Pham, Van Khoi [1 ]
Lee, Changhoon [2 ]
Vu, Van Nghi [3 ]
机构
[1] Vietnam Maritime Univ, Fac Civil Engn, 484 Lach Tray St, Hai Phong City 180000, Vietnam
[2] Sejong Univ, Dept Civil & Environm Engn, 209 Neungdong Ro, Seoul 05006, South Korea
[3] Ho Chi Minh City Univ Transport, Inst Civil Engn, 2 Vo Oanh St, Ho Chi Minh City 700000, Vietnam
关键词
Landslides; Debris flow; Erosion; Nonlinear shallow water equations; Numerical analysis; Global coordinate; FINITE-VOLUME MODEL; SAVAGE-HUTTER TYPE; DEBRIS FLOWS; INTEGRATED SIMULATION; AVALANCHES; DEPOSITION; INITIATION; DYNAMICS; EROSION; RUNOUT;
D O I
10.1016/j.compgeo.2025.107105
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A novel model of landslides over erodible beds is developed using the nonlinear shallow water equations (NSWE). In the model, the (b, s) coordinates, which follow the global coordinate with the z-axis vertically, are used and the debris surface from the reference line (s) is used as a variable rather than the conventional debris depth in terms of conveniences. The erodible beds are employed in the model by including the erosion rate in the bottom boundary condition. A hybrid finite volume-finite difference scheme is applied to discretize the set of governing equations. The present simulations are compared with experimental data and other numerical simulations to figure out the advantage of this model. Finally, the two case studies of Sindonga and Raemian landslides at Umyeon mountain in the year 2011 are simulated for real applications.
引用
收藏
页数:12
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