@@ -43,7 +43,7 @@ We will use `NETCDF` output, default boundaries should be `REFLECTIVE`, and a re
### Shallow water model control `sw.input`
The initial conditions for the experiment are those of a quiescent (i.e., zero velocity) water surface at sea level. In the typical shallow water variable naming `h` is water depth, `z` is the elevation of the bed relative to some arbitrary datum, and therefore `h+z` is the elevation of the water surface relative to the same datum. This datum must be consistent with that of the DEM. In the DEM `z=0` is the mean sea level. With this information, set `initialMode` and `initialValue`.
This benchmark typically uses Manning's friction law, with a roughness value of 0.01. Set this up in the file. Finally, because of the small scale of the experiment, and because in a tsunami we are particularly interested on the advancement of the wave over dry land, we will use a dry depth tolerance of 0.
This benchmark typically uses Manning's friction law, with a roughness value of 0.01. Set this up in the file. Finally, because of the small scale of the experiment, and because in a tsunami we are particularly interested on the advancement of the wave over dry land, we will use a dry depth tolerance of 0.0001 m.
### Do a first run
Let's try to launch the job. Recall that the command looks like this
