Finite element simulation of impulse wave generated by landslides using a three-phase model and the conservative level set method

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• 作者：Lanhao Zhao ; Jia Mao ; Xin Bai ; Xiaoqing Liu ; Tongchun Li ; J. J. R. Williams
• 关键词：Landslide ; Impulse wave ; Three ; phase flow ; Conservative level set ; Finite element method
• 刊名：Landslides
• 出版年：2016
• 出版时间：February 2016
• 年：2016
• 卷：13
• 期：1
• 页码：85-96
• 全文大小：1,755 KB
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• 作者单位：Lanhao Zhao (1)
  Jia Mao (1)
  Xin Bai (2)
  Xiaoqing Liu (1)
  Tongchun Li (1)
  J. J. R. Williams (2)
  
  1. College of Water Conservancy and Hydropower, Hohai University, Xikang Rd., Nanjing, 210098, People’s Republic of China
  2. School of Engineering & Materials Science, Queen Mary University of London, Mile End Rd., London, E1 4NS, UK
  
• 刊物类别：Earth and Environmental Science
• 刊物主题：Earth sciences
  Applied Geosciences
  Geography
  Agriculture
  Civil Engineering
  
• 出版者：Springer Berlin Heidelberg
• ISSN：1612-5118

文摘

A numerical model has been developed using the finite element method for the simulation of impulse waves generated by landslides. The fluid-like landslide is modeled as a generalized non-Newtonian visco-plastic fluid. A three-phase flow model based on the incompressible viscous Navier–Stokes equations is solved using the finite element method to describe the motion of the three types of fluid in landslide. The conservative level set method is expanded to n-phase flow cases and employed to capture the interface of the three phases: air, water, and the landslide. The overall performance of the approach is checked by a number of validation cases: a Rayleigh–Taylor instability problem to illustrate the capability of the proposed method to deal with interface capturing, a benchmark test of a subaerial landslide generated by an impulse wave is carried out and compared with the published experimental data and numerical results, and finally, the 1958 Lituya Bay landslide generated impulse wave, and its results are compared against a scaled-down experiment and other published numerical results. It can be noted that the current model has an excellent ability to capture the complex phenomena that occurs during the whole process of the landslide-generated impulse wave, and considering the simplified treatment of the landslide and the numerical model, fairly good agreement between computed and experimental results has been observed for all simulation cases. Keywords Landslide Impulse wave Three-phase flow Conservative level set Finite element method