A Non-Hydrostatic Shallow Water Model on Triangular Meshes in Sam ( oa ) 2 Guided Research Project

For the simulation of tsunamis, the hydrostatic shallow water equations have established as a sound mathematical basis. However, due to the hydrostatic assumption, not all relevant physical effects—especially in coastal areas—can be modelled accurately. In this paper, we therefore show how to extend the PDE-framemwork sam(oa)2 towards modified non-hydrostatic shallow water equations. We use the finite volume method based on Riemann solvers to solve the hydrostatic shallow water equations and a fractional step method for the inclusion of non-hydrostatic effects. After having explained the general numerical approach, we develop a dual grid discretization of the non-hydrostatic pressure equation on dynamically adaptive triangular grids. This will allow for a matrix-free solution of the corresponding system of linear equations. Finally, we show the validity of the new model based on four common test cases for non-hydrostatic shallow water models.

[1]  R. LeVeque Finite Volume Methods for Hyperbolic Problems: Characteristics and Riemann Problems for Linear Hyperbolic Equations , 2002 .

[2]  Guus S. Stelling,et al.  NUMERICAL SIMULATION OF 3D QUASI-HYDROSTATIC, FREE-SURFACE FLOWS , 1998 .

[3]  Philipp Samfaß Extension of the Finite Volume Solver SWE towards the Non-Hydrostatic Shallow Water Equations Erweiterung des Finite Volumen Lösers SWE auf die nicht-hydrostatischen Flachwassergleichungen , 2014 .

[4]  J. Jankowski,et al.  A Three-Dimensional Non-Hydrostatic Model for Free Surface Flows: Development, Verification and Limitations , 2000 .

[5]  C. Synolakis,et al.  The Runup of Long Waves , 1986 .

[6]  Annika Fuchs Effiziente parallele Verfahren zur Lösung verteilter, dünnbesetzer Gleichungssysteme eines nichthydrostatischen Tsunamimodells , 2013 .

[7]  Costas E. Synolakis,et al.  The runup of solitary waves , 1987, Journal of Fluid Mechanics.

[8]  Yoshinori Shigihara,et al.  Wave Dispersion Study in the Indian Ocean-Tsunami of December 26, 2004 , 2006 .

[9]  A. Chorin Numerical Solution of the Navier-Stokes Equations* , 1989 .

[10]  Jurjen A. Battjes,et al.  Experimental investigation of wave propagation over a bar , 1993 .

[11]  M. A. Nosov,et al.  Physics of Tsunamis , 2008 .

[12]  David L. George,et al.  Augmented Riemann solvers for the shallow water equations over variable topography with steady states and inundation , 2008, J. Comput. Phys..

[13]  Roy A. Walters,et al.  A semi‐implicit finite element model for non‐hydrostatic (dispersive) surface waves , 2005 .

[14]  H. Cui A new numerical model for simulating the propagation of and inundation by tsunami waves , 2013 .

[15]  Vasily Titov,et al.  Modeling of Breaking and Nonbreaking Long-Wave Evolution and Runup Using VTCS-2 , 1995 .

[16]  Marcel Zijlema,et al.  An accurate and efficient finite‐difference algorithm for non‐hydrostatic free‐surface flow with application to wave propagation , 2003 .

[17]  Michael Bader,et al.  A Software Concept for Cache-Efficient Simulation on Dynamically Adaptive Structured Triangular Grids , 2011, PARCO.