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Particle Methods in Tectonic Modelling October 27, 2003 Hans F. Schwaiger Sean Willett University of Washington Title
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Dis-continuum Modelling in Geodynamics Analogue/Sandbox models Discrete Element Modelling (DEM) Smooth Particle Hydrodynamics (SPH) Outline
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Fluid/Solid interaction with Brittle deformation Wu, et. al., 1998 Bertotti, et. al., 2000
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Analogue/Sandbox Models Simulates Mohr-Coulomb behaviour Difficult to adjust model parameters Bonini and Sani., 2002 Persson and Sokoutis., 2002
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Discrete Element Modelling Simulates granular material Forces are transmitted through contacts with neighbouring particles Accommodates large strain on discrete structures
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DEM applied to lithospheric processes Burbidge, 2000 Saltzer, et. al., 1992 Accretionary wedges Extensional faulting
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Smooth Particle Hydrodynamics Grid-Free Lagrangian Method Solves Continuum Equations Can handle an arbitrary constitutive law (in principle) Bonnet, 1999
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SPH Formulations of Field Equations
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Model testing 1-D Thermal 1-D Mechanical Couette FlowPoisouille Flow Heat Flow
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Model testing 2-D Mechanical Monaghan, 1994 Inviscid Dam Burst
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Adding Viscosity Low Viscosity
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Adding Viscosity Medium Viscosity
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Adding Viscosity High Viscosity
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Folding of viscous layers
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Accretionary Wedges Low Viscosity Medium Viscosity
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Accretionary Wedges High Viscosity
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Future work Add energy equation (2/3-D Heat flow, heat sources) Add non-linear stress in momentum equation Add erosion Parallelize code (necessary for 3-D)
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