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Dynamic process simulation with a Savage-Hutter type model for the intrusion of landslide into river 被引量:2

Dynamic process simulation with a Savage-Hutter type model for the intrusion of landslide into river
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摘要 Natural damming of rivers by mass movements is a very common and potentially dangerous phenomena which has been documented all over the world. In this paper, a two-layer model of Savage-Hutter type is presented to simulate the dynamic procedure for the intrusion of landslide into rivers. The two-layer shallow water system is derived by depth averaging the incompressible Navier-Stokes equations with the hydrostatic assumption. A high order accuracy scheme based on the finite volume method is proposed to solve the presented model equations. Several numerical tests are performed to verify the realiability and feasibility of the proposed model. The numerical results indicate that the proposed method can be competent for simulating the dynamic process of landslide intrusion into the river. The interaction effect between both layers has a significant impact on the landslide movement, water fluctuation and wave propagation.
出处 《Journal of Mountain Science》 SCIE CSCD 2016年第7期1265-1274,共10页 山地科学学报(英文)
基金 Financial support from the National Science Fund for Distinguished Young Scholars (Grant No.41225011) the NSFC (Grant No. 41272346) the Information technology project of the Department of transportation (2014364J03090) the STS project of Chinese Academy of Sciences (project No. KFJ-EW-STS-094)
关键词 Landslide Two-layer model Savage Hutter type Numerical simulation 双层模型 动态过程仿真 滑坡 入侵 Stokes方程 r型 天然河流 流体静力学
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  • 1Abbott MB (1979) Elements of the theory of free surface f10ws. Pitman, London.
  • 2Abgrall R, Karni S (2009) Two-layer shal10w water system: a relaxation approach. SIAM Journal on Scientific Computing 31(3): 1603-1627. DOI: 10.1137/o6o67167X.
  • 3Benkhaldoun F, Sari S, Seaid M (2012) A flux-limiter method for dam-break f10ws over erodible sediment beds. Applied Mathematical Modelling 36(10): 4847-4861. DOI: 10.1016/ j.apm.2011.ll.O88.
  • 4Berthon C, Coudire Y, Desveaux V (2014) Second-order MUSCL schemes based on Dual Mesh Gradient Reconstruction (DMGR). SAIM: Mathematical Modelling and Numerical Analysis 48(02): 583-602. DOI: 10.1051/m2an/ 2013105.
  • 5Biscarini C (2010) Computational fluid dynamics modelling of landslide generated water waves. Landslides 7(2): 117-124. DOh ao.1oo7/s10346-oo9-o194-z.
  • 6Bommer 3J, "Rodqguez CE (2002) Earthquake-induced landslides in Central America. Engineering Geo10gy 63(3): 189-220. OOI" 10.1016/8.oo13-7952(ol)ooo81-3.
  • 7Bouchut F, Mangeney-Castelnau A, Perthame B, et al. (2003) A new model of Saint Venant and Savage-Hutter type for gravity driven shal10w f10ws. Comptes Rendus Mathematique 336(6): 531-536. DOI: 10.1016/$1631-o73X(03)oo117-1.
  • 8Brufau P, Garcia-Navarro P, Vzquez-Cendon ME (2004) Zerq mass error using unsteady wetting-drying conditions i shal10w f10ws over dry irregular topography. Internationa Journal for Numerical Methods in Fluids 45(10): 1047-1o82 DOI: 1o.1o02/fld.729.
  • 9Casagli N, Erm'ini I (1999) Geomorphic analysis of landslide dams in the northern Apennine. Transactions Japanese Geomorpho10gical Union 20(3): 219-249.
  • 10Camarri S, Salvetti MV (2013) Numerical diffusion based on high-order derivatives in MUSCL schemes. Direct and Large- Eddy Simulation IV 8: 237.

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