SWASH: An operational public domain code for simulating wave fields and rapidly varied flows in coas
暂无分享,去创建一个
[1] R. B. Simpson,et al. Centered differencing and the box scheme for diffusion convection problems , 1976 .
[2] Guus S. Stelling,et al. NUMERICAL SIMULATION OF 3D QUASI-HYDROSTATIC, FREE-SURFACE FLOWS , 1998 .
[3] A. C. Radder,et al. Verification of numerical wave propagation models for simple harmonic linear water waves , 1982 .
[4] Michel Benoit,et al. Non-linear propagation of unidirectional wave fields over varying topography , 1999 .
[5] I. A. Svendsen,et al. Quasi-three-dimensional modeling of rip current systems , 2003 .
[6] Harry Yeh,et al. Tsunami run-up and draw-down on a plane beach , 2003, Journal of Fluid Mechanics.
[7] Richard Barrett,et al. Templates for the Solution of Linear Systems: Building Blocks for Iterative Methods , 1994, Other Titles in Applied Mathematics.
[8] Franklin Liu,et al. Modeling wave runup with depth-integrated equations , 2002 .
[9] J. Kirby,et al. Boussinesq modeling of a rip current system , 1999 .
[10] N. Booij,et al. A third-generation wave model for coastal regions-1 , 1999 .
[11] Kwok Fai Cheung,et al. Depth‐integrated, non‐hydrostatic model with grid nesting for tsunami generation, propagation, and run‐up , 2010 .
[12] Michael J. Briggs,et al. Laboratory experiments of tsunami runup on a circular island , 1995 .
[13] C. W. Hirt,et al. Volume of fluid (VOF) method for the dynamics of free boundaries , 1981 .
[14] Kwok Fai Cheung,et al. Well-Balanced Finite-Volume Model for Long-Wave Runup , 2006 .
[15] Peter Stansby,et al. Shallow‐water flow solver with non‐hydrostatic pressure: 2D vertical plane problems , 1998 .
[16] J. Kan. A second-order accurate pressure correction scheme for viscous incompressible flow , 1986 .
[17] S. Elgar. Waves in Oceanic and Coastal Waters , 2007 .
[18] B. V. Leer,et al. Towards the Ultimate Conservative Difference Scheme , 1997 .
[19] Robert A. Dalrymple,et al. Experimental study of nearshore dynamics on a barred beach with rip channels , 2002 .
[20] B. V. Leer,et al. Towards the ultimate conservative difference scheme V. A second-order sequel to Godunov's method , 1979 .
[21] Benedict D. Rogers,et al. Numerical Modeling of Water Waves with the SPH Method , 2006 .
[22] Marcel Zijlema,et al. An accurate and efficient finite‐difference algorithm for non‐hydrostatic free‐surface flow with application to wave propagation , 2003 .
[23] H. L. Stone. ITERATIVE SOLUTION OF IMPLICIT APPROXIMATIONS OF MULTIDIMENSIONAL PARTIAL DIFFERENTIAL EQUATIONS , 1968 .
[24] J. A. Battjes,et al. ENERGY LOSS AND SET-UP DUE TO BREAKING OF RANDOM WAVES , 1978 .
[25] D. Causon,et al. The surface gradient method for the treatment of source terms in the shallow-water equations , 2001 .
[26] G. Stelling,et al. On the construction of computational methods for shallow water flow problems , 1983 .
[27] Guus S. Stelling,et al. A staggered conservative scheme for every Froude number in rapidly varied shallow water flows , 2003 .
[28] Peter Stansby,et al. 2D shallow water flow model for the hydraulic jump , 1999 .
[29] E. Blayo,et al. Revisiting open boundary conditions from the point of view of characteristic variables , 2005 .
[30] M. Boers,et al. Simulation of a surf zone with a barred beach. Report 1. Wave heights and wave breaking , 1996 .
[31] W. Thacker. Some exact solutions to the nonlinear shallow-water wave equations , 1981, Journal of Fluid Mechanics.
[32] Per A. Madsen,et al. Simulation of nonlinear wave run-up with a high-order Boussinesq model , 2008 .
[33] Marcel Zijlema,et al. Further experiences with computing non‐hydrostatic free‐surface flows involving water waves , 2005 .
[34] Akihide Tada,et al. Applicability of numerical models to nonlinear dispersive waves , 1995 .
[35] Guus S. Stelling,et al. A finite volume analogue of the P1NC-P1 finite element: With accurate flooding and drying , 2010 .
[36] Marcel Zijlema,et al. Efficient computation of surf zone waves using the nonlinear shallow water equations with non-hydrostatic pressure , 2008 .
[37] Kwok Fai Cheung,et al. Depth‐integrated, non‐hydrostatic model for wave breaking and run‐up , 2009 .
[38] Chih-Chieh Young,et al. A σ‐coordinate non‐hydrostatic model with embedded Boussinesq‐type‐like equations for modeling deep‐water waves , 2009 .
[39] Jurjen A. Battjes,et al. Experimental investigation of wave propagation over a bar , 1993 .
[40] Alfredo Bermúdez,et al. Upwind methods for hyperbolic conservation laws with source terms , 1994 .
[41] W. Hansen. Theorie zur Errechnung des Wasserstandes und der Strömungen in Randmeeren nebst Anwendungen , 1956 .
[42] Henk A. van der Vorst,et al. Bi-CGSTAB: A Fast and Smoothly Converging Variant of Bi-CG for the Solution of Nonsymmetric Linear Systems , 1992, SIAM J. Sci. Comput..
[43] Congfang Ai,et al. A new fully non‐hydrostatic 3D free surface flow model for water wave motions , 2011 .
[44] Stephan C. Kramer,et al. A conservative unstructured scheme for rapidly varied flows , 2008 .