Numerical Simulation of Impulsive Wave Generated by Landslide on Reservoir Bank Using Two-dimensional Smoothed Particle Hydrodynamics Method
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Numerical Simulation of Impulsive Wave Generated by Landslide on Reservoir Bank Using Two-dimensional Smoothed Particle Hydrodynamics Method
Bulletin of Soiland Water ConservationVol. 32, Issue 3, Pages: 175-179(2013)
作者机构:
1. 重庆大学资源与环境学院,重庆,400015
2. 重庆交通大学西南水运工程研究所,重庆,400016
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Published:2013
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MIAO Ji-lun, CHEN Jing-qiu, ZHANG Yong-xiang, et al. Numerical Simulation of Impulsive Wave Generated by Landslide on Reservoir Bank Using Two-dimensional Smoothed Particle Hydrodynamics Method[J]. Bulletin of Soiland Water Conservation, 2013, 32(3): 175-179.
DOI:
MIAO Ji-lun, CHEN Jing-qiu, ZHANG Yong-xiang, et al. Numerical Simulation of Impulsive Wave Generated by Landslide on Reservoir Bank Using Two-dimensional Smoothed Particle Hydrodynamics Method[J]. Bulletin of Soiland Water Conservation, 2013, 32(3): 175-179.DOI:
Numerical Simulation of Impulsive Wave Generated by Landslide on Reservoir Bank Using Two-dimensional Smoothed Particle Hydrodynamics Method
Impulsive wave generated by high-speed landslide on reservoir bank often result in serious disasters.At first
a sliding block model is developed for predicting the movement of high-speed landslide
while the fluid movement is solved by SPH(smoothed particle hydrodynamics)method in accordance with the incompressible continuity equation and Navier-Stokes equation.Then the basic principle
kernel function
discretization scheme and boundary treatments are introduced.Coupled with landslide and fluid movement
the SPH model is developed to simulate impulse wave.The initial impulsive wave height and climbing height are compared with those by other methods.Results show that the model can simulate the movement of waves generated by high-speed landslide
and the SPH method can well simulate the mechanics problems with instantly large deformation.