ISEC is supported in part by the National Science Foundation under Award CMMI-0742806
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| Description | Download |
| FAQ | Users Guide |
| COULWAVE Discussion Group | |
Relevant Users Guide
| What changed since last version: | None given |
| What it includes: | The following files/directories are included in the zip file: README.txt: structure of included files, also given below pCOULWAVE.exe : compiled Win-32 executable pCOULWAVE.out : compiled Linux executable source : COULWAVE source code; a series of Fortran 90 files docs: COULWAVE documents, including: \docs\USERS_MANUAL.pdf : Document including the theory, numerical approach, and description of how to use the model \docs\COMPILATION_INSTRUCTIONS.pdf : description of how to compile the code on a number of platforms examples : includes a number of directories corresponding to example setups. See EXAMPLE_README.txt for a description of the included files in each directory. See the users manual for a description of each of the examples. \examples\1D_solitary_wave_up_slope : recreation of Synolakis (1987) experiment. \examples\1D_regular_waves_up_slope : recreation of Svendson experiment. \examples\1D_irregular_waves_up_slope : TMA waves up a slope \examples\1D_regular_waves_over_step : recreation of Dingman's step experiment \examples\1D_irregular_waves_overtopping : TMA waves overtopping a levee with irregular foreshore \examples\2D_solitary_wave_over_shoal : recreation of Conical Island solitary wave runup experiments \examples\2D_tsunami_irregular_coast : recreation of LWRW Japanese runup experiments \examples\2D_irregular_waves_bar_break : TMA waves over a nearshore bar with a break; rip current generation \examples\2D_irregular_waves_Waimea : TMA waves at Waimea Bay, Oahu |
| What you need to run it: | A computer. To compile, a Fortran90 compiler and some implementation of MPI installed. To look at the output, MATLAB is strongly recommended. |
Relevant Users Guide
| What changed since last version: | Includes an option to include the horizontal vorticity terms and simple turbulence closures from the paper: Kim, D.-H., Lynett, P., and Socolofsky, S. (2009) "A Depth-Integrated Model for Weakly Dispersive, Turbulent, and Rotational Fluid Flows." Ocean Modelling, v. 27 (3-4), p. 198-214. Note that the high-order vorticity terms tend to cause near-shore instabilities, due to their 1/H^2 dependence; general inclusion of these terms is not recommended. Includes an option to include the backscatter model of Kim, D.-H. and Lynett, P. (2010) "Turbulent Mixing and Scalar Transport in Shallow Flows" in review. User can choose between three different bottom friction formulations, and two different breaking schemes. The moving boundary scheme has been modified to a stair-step approach, similar to that described in Lynett, P., Melby, J., and Kim, D.-H. (2010) "An Application of Boussinesq Modeling to Hurricane Wave Overtopping and Inundation," Ocean Engineering. v. 37, p. 135-153. The finite difference version of the code is unchanged, and will only provide stable results for the most simple of setups. |
| What it includes: | Same as Version 1.0 |
| What you need to run it: | A computer. To compile, a Fortran90 compiler and some implementation of MPI installed. To look at the output, MATLAB is strongly recommended. |
Major code milestones
2000 - Initial code developed for the purpose of simulating the waves generated by submarine landslides.
Numerical approach follows closely that of Wei et al (1995) [FUNWAVE].
2001 - extrapolation scheme for moving shoreline included
2002 - "multi-layer" capability added for highly dispersive waves
2004 - Model parallelized with MPI, code now called pCOULWAVE
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