This tutorial is presented as Python code running inside a Jupyter Notebook, the recommended way to use Salvus. To run it yourself you can copy/type each individual cell or directly download the full notebook, including all required files.

The AGL Elastic Marmousi model is the most recent generation of the classic Marmousi seismic benchmark. In this tutorial we will cover how one can use this model within Salvus. In particular, we will cover:

- How to read a SEG-Y file using Obspy
- How to read in a rectilinear model using
`xarray`

- How to interpolate a 2-D regularly-gridded model onto the mesh
- How to generate a synthetic seismic shotgather using the model

As always, our first job is to import the relevant

`Python`

packages into our notebook.```
%matplotlib inline
%config Completer.use_jedi = False
from pathlib import Path
import os
import requests
import shutil
from typing import List
import scipy
import obspy
import numpy as np
import xarray as xr
import matplotlib.pyplot as plt
from salvus.flow import api
from salvus.flow import simple_config as config
from salvus.toolbox import toolbox
SALVUS_FLOW_SITE_NAME = os.environ.get("SITE_NAME", "local")
```

Information about the Marmousi model we'll be using can be found here. The model is stored as a SEG-Y file, and the next cell will download and unpack the model for you. Note that the model file is relatively large (~150 MB), so make sure you have enough disk space before continuing.

```
# Download Marmousi model ~150 MB.
target_path = "elastic-marmousi-model.tar.gz"
if not Path(target_path).exists():
url = (
"https://s3.amazonaws.com/open.source.geoscience/open_data"
"/elastic-marmousi/elastic-marmousi-model.tar.gz"
)
response = requests.get(url, stream=True)
if response.status_code == 200:
with open(target_path, "wb") as f:
f.write(response.raw.read())
shutil.unpack_archive(target_path)
```

With our environment is set up, and the model downloaded, we can begin building the Salvus mesh. Most material models in seismic exploration are discretized onto a regular grid, and the open-source **SalvusPythonToolkit** provides a simple interface to create two or three dimensional Salvus meshes based on such models. As models can be stored in a wide variety of format such as SEG-Y, or RSF, we use

`xarray`

as an intermediary to encapsulate both the model parameters and geometry. More info on `xarray`

, including extensive documentation, can be found here. Reading our Marmousi model into an `xarray.Dataset`

is trivial, and the process can be inspected by opening the acompanying `getting_started_tools.py`

file.In general, if you are working working with a regularly gridded model in either two or three dimensions, a recipie similar to the function provided should be all you need to do to get your model into a form Salvus *Mesh* can understand. All that is required is an

`xarray`

dataset with the following information- The coordinate values in meters (named 'x', 'y', and optionally 'z')
- The material parameters in SI units, with names following the
**parameter naming convention**

```
# Read marmousi model.
model_directory = Path("./elastic-marmousi-model/model")
marmousi_model = toolbox.read_elastic_marmousi(model_directory, ["VP", "RHO"])
```

A nice feature of

`xarray.Dataset`

object is the ability to quickly plot the contained data. Let's do this below as a way to quickly QC that the model reading went correctly.```
marmousi_model["VP"].T.plot(aspect="auto", figsize=(15, 5))
plt.show()
marmousi_model["RHO"].T.plot(aspect="auto", figsize=(15, 5))
plt.show()
```

Yup, all looks good!

When building material models for use with wave propagation solvers such as Salvus, there are a few factors one needs to consider. Obviously we need to ensure that the spatial complexity of the model is adequetly captured by whatever spatial discretization we are choosing. What is less obvious however is that the details of the solver's spatial discretization are intimitely to both the spatial complexity of the model *and* the spatial complexity of the physical process we are solving for. When considering the propagation of seismic waves we are somewhat lucky that the solutions are band-limited and the spatial complexity of the solution can be reliably estimated before any simulations are run.

Using the simple formula $\lambda_{\text{min}} = v_{\text{min}} \cdot f_{\text{max}}^{-1}$, we have an estimate $\lambda_{\text{min}}$ for the minimum wavelength in our simulation when given the minimum velocity in the model ($v_{\text{min}}$) and the maximum frequency in the forcing function ($f_{\text{max}}$). It is this minimum wavelength, in conjuction with the spatial complexity of the model itself, which places the most restrictions on how we should build and discretize our model. No matter which numerical method we choose to solve the wave-equation we must have *at least* a certain number of "points" per minimum wavelength to ensure an accurate solution. In finite-difference (FD) simulations, these points are the discrete points of the FD grid. In spectral-element simulations (such as those performed by Salvus) these points are the GLL point locations with each spectral-element.

In Salvus, to properly balance accuracy and performance, we suggest to use anywhere from 6 - 9 points per minimum wavelength. When using standard 4th order elements (which have 5 GLL points along each edge), this equates to using **1.25 - 2 elements per wavelength**. With this discussion in mind, one must first determine what frequency band they are interested in *before* one proceeds to the meshing stage, and this is why we now begin with the definition of our source wavelet. Below we choose a Ricker wavelet with a peak frequency of 5Hz, and plot the source-time function as well as the wavelet's frequency content.

```
wavelet = config.stf.Ricker(center_frequency=5.0)
wavelet.plot()
```

It's immediately obvious that the Ricker wavelet has a finite bandwidth, and that there is quite a lot of energy at frequencies higher than the center. It then follows that, if we're interested in accurately modelling the full bandwidth of the injected source, then we must chose $f_{\text{max}}$ to be *higher* than the center frequency of our wavelet. From experience we usually find, when considering a Ricker wavelet, that generating the mesh assuming a maximum frequency which is twice the central frequency provides a good balance between accuracy and performance. It is this rule which we will follow below.

To preserve the stability of the wavefield solution in the presence of complex or anisotropic media, Salvus employs a two-stage approach to absorbing boundaries. First, we apply absorbing boundary conditions at the edge of the mesh as outlined here. These conditions provide good absorbing characteristics for wave impacting the boundary at close to normal incidence, and are sufficient for most cases. If a more substantial absorbing profile is desired, one can also pad the simulated domain with a damping layer. This approach follows that given in this paper. Adding damping layers are advantageous in that they can almost completely cancel any boundary reflections, but do require one to enlarge the computational domain and therefore increase the cost of the resultant simulations. We have found that these boundaries, when using 4th order elements, perform best with **7 or more layers of elements**. For the example below we will round this number up to 10. The type and performance of absorbing boundaries your application calls for will vary.

```
num_absorbing_layers = 10
absorbing_side_sets = ["x0", "x1", "y0"]
```

With our model read in, and our frequency band and absorbing boundaries defined, we can now go ahead and generate the Salvus mesh itself. If you're not familiar with the concept of *model order*, please see the relevant tutorial **here**. For this model, due to the high spatial variability, we'll choose a 4th order model parameterization. Note here that we are setting the

`mesh_frequency`

parameter to twice the center frequency of the Ricker wavelet we will use, as described above.```
mesh_frequency = 2 * wavelet.center_frequency
mesh = toolbox.mesh_from_xarray(
model_order=4,
data=marmousi_model,
slowest_velocity="VP",
maximum_frequency=mesh_frequency,
elements_per_wavelength=1.5,
absorbing_boundaries=(absorbing_side_sets, num_absorbing_layers),
)
```

The above function call should now have generated you mesh object. Note here that we are not applying any special meshing algorithms -- we'll get to those later. We're simply meshing the domain using a rectilinear mesh and assuming no surface topography, no sea-bottom topography, and no fluid / solid coupling.

To visualize the *Compute* and is used to determine which elements in the simulation are acoustic and which are elastic. In this case we see that **this tutorial** and **this tutorial** we explore how to run coupled simulations, and see how one can change the fluid flag at will, and even vary it randomly between individual elements. The

`mesh`

, it's now enough to just type `mesh`

into the cell below. When run in a notebook, this command will plot an interactive 2- or 3-D plot of the simulation mesh, with the available parameters interpolated to the GLL points defining the model interpolation order. This is why we see variability within each element which is plotted below. You can expand the `Parameter`

dialog box in order to visualize any parameter present in the mesh. Obviously, we have the spatially variable `VP`

and `RHO`

, which define 2-D acoustic parameters of our medium. In addition, we have the elemental-parameter `fluid`

, along with `absorbing_boundaries`

. The `fluid`

flag is read by Salvus `fluid = 1`

everywhere in the mesh, which is telling us that the entire mesh should simulation the fluid (acoustic) wave equation. In `absorbing_boundaries`

flag simply shows us where the domain has been un-physically extended for use by the damping layers. This is handy to know, as we don't want to put sources or receivers in this area. As we specified `["x0", "x1", "y0"]`

as our absorbing side-sets, you should see the damping layers extending out of the left, bottom, and right sides of the mesh. Since we will be simulating a free-surface condition at the top of the model, no extension has been made here. As a reminder from earlier tutorials: you can visualize the side sets in the mesh by clicking the "Show Side Sets" button in the widget below.`mesh`