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Commit 7282276d authored by Katharina Heck's avatar Katharina Heck
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Merge branch 'cleanup/examples-readme' into 'master'

[examples][cleanup] add nicer headlines and description in example readme...

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1 merge request!1739[examples][cleanup] add nicer headlines and description in example readme...
Examples Examples
=============== ===============
The following resources are useful to get started with DuMux: To get started with DuMu<sup>x</sup>, we recommend the following documented examples. Each example folder contains a ready-to-use DuMu<sup>x</sup> simulation example.
The description in each folder (best viewed online by following the link) explains each line of the code.
* [1ptracer](https://git.iws.uni-stuttgart.de/dumux-repositories/dumux/tree/master/examples/1ptracer), * [Example 1: One phase flow with a tracer model:](https://git.iws.uni-stuttgart.de/dumux-repositories/dumux/tree/master/examples/1ptracer)
* [2pinfiltration](https://git.iws.uni-stuttgart.de/dumux-repositories/dumux/tree/master/examples/2pinfiltration),
* [shallowwaterfriction](https://git.iws.uni-stuttgart.de/dumux-repositories/dumux/tree/master/examples/shallowwaterfriction). In this example we simulate tracer transport through a confined aquifer with a randomly distributed permeability field. We first solve the pressure field, compute the steady state flow field,
and then solve the tracer transport equation.
* [Example 2: Two-phase flow with infiltration and adaptive grid:](https://git.iws.uni-stuttgart.de/dumux-repositories/dumux/tree/master/examples/2pinfiltration)
In this example we model a soil contamination problem where DNAPL infiltrates a water-saturated porous medium (two-phase flow).
The initial distribution of DNAPL is read it from a txt-file.
The grid is adapitvely refined where DNAPL enters the domain, around the plume, and around an injection well.
* [Example 3: Shallow water model:](https://git.iws.uni-stuttgart.de/dumux-repositories/dumux/tree/master/examples/shallowwaterfriction)
The shallow water flow model is applied to simulate steady subcritical flow in a river including a bottom friction model.
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