| Issue |
E3S Web Conf.
Volume 40, 2018
River Flow 2018 - Ninth International Conference on Fluvial Hydraulics
|
|
|---|---|---|
| Article Number | 05032 | |
| Number of page(s) | 8 | |
| Section | Fluid mechanics and sediment processes | |
| DOI | https://doi.org/10.1051/e3sconf/20184005032 | |
| Published online | 05 September 2018 | |
A Well-balanced Finite Volume Scheme for Shallow Water Equations with Porosity: Application to Modelling Flow through Rigid Vegetation
1
LHSV, 6 quai Watier, 78401 Chatou cedex, France
2
EDF R&D, 6 quai Watier, 78401 Chatou cedex, France
3
Sorbonne Université, Université Paris-Diderot SPC, CNRS, Inria, Laboratoire Jacques-Louis Lions, ANGE, F-75005 Paris, France
* e-mail: minh-hoang.le@enpc.fr
** e-mail: dubos@ljll.math.upmc.fr
*** e-mail: marina.oukacine@enpc.fr
**** e-mail: nicole.goutal@edf.fr
Strong interactions exist between flow dynamics and vegetation in open-channel. Depth-averaged shallow water equations can be used for such a study. However, explicit representation of vegetation can lead to very high resolution of the mesh since the vegetation is often modelled as vertical cylinders. Our work aims to study the ability of a single porosity-based shallow water model for these applications. More attention on flux and source terms discretizations are required in order to archive the well-balancing and shock capturing properties. We present a new Godunov-type finite volume scheme based on a simple-wave approximation and compare it with some other methods in the literature. A first application with experimental data was performed.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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