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Volume 16, Issue 4
On Lagrange-Projection Schemes for Shallow Water Flows over Movable Bottom with Suspended and Bedload Transport

Alessia Del Grosso, Manuel J. Castro Díaz, Christophe Chalons & Tomás Morales de Luna

Numer. Math. Theor. Meth. Appl., 16 (2023), pp. 1087-1126.

Published online: 2023-11

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  • Abstract

In the present work we aim to simulate shallow water flows over movable bottom with suspended and bedload transport. In order to numerically approximate such a system, we proceed step by step. We start by considering shallow water equations with non-constant density of the mixture water-sediment. Then, the Exner equation is included to take into account bedload sediment transport. Finally, source terms for friction, erosion and deposition processes are considered. Indeed, observe that the sediment particle could go in suspension into the water or being deposited on the bottom. For the numerical scheme, we rely on well-balanced Lagrange-projection methods. In particular, since sediment transport is generally a slow process, we aim to develop semi-implicit schemes in order to obtain fast simulations. The Lagrange-projection splitting is well-suited for such a purpose as it entails a decomposition of the (fast) acoustic waves and the (slow) material waves of the model. Hence, in subsonic regimes, an implicit approximation of the acoustic equations allows us to neglect the corresponding CFL condition and to obtain fast numerical schemes with large time step.

  • AMS Subject Headings

65M08, 76M12, 35L60

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COPYRIGHT: © Global Science Press

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@Article{NMTMA-16-1087, author = {Del Grosso , AlessiaCastro Díaz , Manuel J.Chalons , Christophe and de Luna , Tomás Morales}, title = {On Lagrange-Projection Schemes for Shallow Water Flows over Movable Bottom with Suspended and Bedload Transport}, journal = {Numerical Mathematics: Theory, Methods and Applications}, year = {2023}, volume = {16}, number = {4}, pages = {1087--1126}, abstract = {

In the present work we aim to simulate shallow water flows over movable bottom with suspended and bedload transport. In order to numerically approximate such a system, we proceed step by step. We start by considering shallow water equations with non-constant density of the mixture water-sediment. Then, the Exner equation is included to take into account bedload sediment transport. Finally, source terms for friction, erosion and deposition processes are considered. Indeed, observe that the sediment particle could go in suspension into the water or being deposited on the bottom. For the numerical scheme, we rely on well-balanced Lagrange-projection methods. In particular, since sediment transport is generally a slow process, we aim to develop semi-implicit schemes in order to obtain fast simulations. The Lagrange-projection splitting is well-suited for such a purpose as it entails a decomposition of the (fast) acoustic waves and the (slow) material waves of the model. Hence, in subsonic regimes, an implicit approximation of the acoustic equations allows us to neglect the corresponding CFL condition and to obtain fast numerical schemes with large time step.

}, issn = {2079-7338}, doi = {https://doi.org/10.4208/nmtma.OA-2023-0082}, url = {http://global-sci.org/intro/article_detail/nmtma/22124.html} }
TY - JOUR T1 - On Lagrange-Projection Schemes for Shallow Water Flows over Movable Bottom with Suspended and Bedload Transport AU - Del Grosso , Alessia AU - Castro Díaz , Manuel J. AU - Chalons , Christophe AU - de Luna , Tomás Morales JO - Numerical Mathematics: Theory, Methods and Applications VL - 4 SP - 1087 EP - 1126 PY - 2023 DA - 2023/11 SN - 16 DO - http://doi.org/10.4208/nmtma.OA-2023-0082 UR - https://global-sci.org/intro/article_detail/nmtma/22124.html KW - Shallow water flows, movable bottom, erosion-deposition processes, Lagrange-projection schemes, implicit-explicit schemes. AB -

In the present work we aim to simulate shallow water flows over movable bottom with suspended and bedload transport. In order to numerically approximate such a system, we proceed step by step. We start by considering shallow water equations with non-constant density of the mixture water-sediment. Then, the Exner equation is included to take into account bedload sediment transport. Finally, source terms for friction, erosion and deposition processes are considered. Indeed, observe that the sediment particle could go in suspension into the water or being deposited on the bottom. For the numerical scheme, we rely on well-balanced Lagrange-projection methods. In particular, since sediment transport is generally a slow process, we aim to develop semi-implicit schemes in order to obtain fast simulations. The Lagrange-projection splitting is well-suited for such a purpose as it entails a decomposition of the (fast) acoustic waves and the (slow) material waves of the model. Hence, in subsonic regimes, an implicit approximation of the acoustic equations allows us to neglect the corresponding CFL condition and to obtain fast numerical schemes with large time step.

Del Grosso , AlessiaCastro Díaz , Manuel J.Chalons , Christophe and de Luna , Tomás Morales. (2023). On Lagrange-Projection Schemes for Shallow Water Flows over Movable Bottom with Suspended and Bedload Transport. Numerical Mathematics: Theory, Methods and Applications. 16 (4). 1087-1126. doi:10.4208/nmtma.OA-2023-0082
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