SPH model for fluid-structure interaction and its application to debris flow impact estimation

被引:137
作者
Dai, Zili [1 ,3 ]
Huang, Yu [1 ,2 ]
Cheng, Hualin [1 ]
Xu, Qiang [4 ]
机构
[1] Tongji Univ, Dept Geotech Engn, Coll Civil Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Key Lab Geotech & Underground Engn, Minist Educ, Shanghai 200092, Peoples R China
[3] China Three Gorges Univ, Hubei Key Lab Disaster Prevent & Reduct, Yichang 443002, Peoples R China
[4] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Pro, Chengdu 610059, Peoples R China
关键词
Debris flow; Impact force; Smoothed particle hydrodynamics; Fluid-structure interaction; SMOOTHED PARTICLE HYDRODYNAMICS; DRY GRANULAR FLOW; NUMERICAL-SIMULATION; FORCE; BEHAVIOR; AVALANCHES; CAMPANIA; MUD;
D O I
10.1007/s10346-016-0777-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
On 13 August 2010, significant debris flows were triggered by intense rainfall events in Wenchuan earthquake-affected areas, destroying numerous houses, bridges, and traffic facilities. To investigate the impact force of debris flows, a fluid-structure coupled numerical model based on smoothed particle hydrodynamics is established in this work. The debris flow material is modeled as a viscous fluid, and the check dams are simulated as elastic solid (note that only the maximum impact forces are evaluated in this work). The governing equations of both phases are solved respectively, and their interaction is calculated. We validate the model with the simulation of a sand flow model test and confirm its ability to calculate the impact force. The Wenjia gully and Hongchun gully debris flows are simulated as the application of the coupled smoothed particle hydrodynamic model. The propagation of the debris flows is then predicted, and we obtain the evolution of the impact forces on the check dams.
引用
收藏
页码:917 / 928
页数:12
相关论文
共 64 条
  • [1] [Anonymous], 2011, INT C DEBR FLOW HAZ, DOI DOI 10.4408/IJEGE.2011-03.B-052
  • [2] A GIS-based numerical model for simulating the kinematics of mud and debris flows over complex terrain
    Begueria, S.
    Van Asch, Th. W. J.
    Malet, J. -P.
    Groendahl, S.
    [J]. NATURAL HAZARDS AND EARTH SYSTEM SCIENCES, 2009, 9 (06) : 1897 - 1909
  • [3] Meshless methods: An overview and recent developments
    Belytschko, T
    Krongauz, Y
    Organ, D
    Fleming, M
    Krysl, P
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1996, 139 (1-4) : 3 - 47
  • [4] Variational and momentum preservation aspects of Smooth Particle Hydrodynamic formulations
    Bonet, J
    Lok, TSL
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1999, 180 (1-2) : 97 - 115
  • [5] SPH run-out modelling of channelised landslides of the flow type
    Cascini, Leonardo
    Cuomo, Sabatino
    Pastor, Manuel
    Sorbino, Giuseppe
    Piciullo, Luca
    [J]. GEOMORPHOLOGY, 2014, 214 : 502 - 513
  • [6] GENERALIZED VISCO-PLASTIC MODELING OF DEBRIS FLOW
    CHEN, CL
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1988, 114 (03): : 237 - 258
  • [7] Numerical simulation of debris flows
    Chen, H
    Lee, CF
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2000, 37 (01) : 146 - 160
  • [8] Numerical simulation of large deformation in shear panel dampers using smoothed particle hydrodynamics
    Chen, Zhiyi
    Dai, Zili
    Huang, Yu
    Bian, Guoqiang
    [J]. ENGINEERING STRUCTURES, 2013, 48 : 245 - 254
  • [9] Smooth particle hydrodynamics: status and future potential
    Cleary, Paul W.
    Prakash, Mahesh
    Ha, Joseph
    Stokes, Nick
    Scott, Craig
    [J]. PROGRESS IN COMPUTATIONAL FLUID DYNAMICS, 2007, 7 (2-4): : 70 - 90
  • [10] Cleary PW, 2001, P 5 INT WORKSH BIF L