A two-layer shallow water model for bedload sediment transport: convergence to Saint-Venant-Exner model
C. Escalante, E.D. Fern\'andez-Nieto, T. Morales de Luna, G., Narbona-Reina

TL;DR
This paper introduces a two-layer shallow water model for bedload sediment transport that converges to a Saint-Venant-Exner system with gravitational effects, offering computational efficiency and applicability to various transport regimes.
Contribution
It proposes a novel two-layer model with generalized friction laws that converges to a SVE system including gravity, reducing computational costs for sediment transport simulations.
Findings
Model converges to SVE with gravity in small ratio regimes
Numerical tests show good performance in low transport rate scenarios
Inclusion of gravitational effects without high computational cost
Abstract
A two-layer shallow water type model is proposed to describe bedload sediment transport. The upper layer is filled by water and the lower one by sediment. The key point falls on the definition of the friction laws between the two layers, which are a generalization of those introduced in Fern\'andez-Nieto et al. (ESAIM: M2AN, 51:115-145, 2017). This definition allows to apply properly the two-layer shallow water model for the case of intense and slow bedload sediment transport. Moreover, we prove that the two-layer model converges to a Saint-Venant-Exner system (SVE) including gravitational effects when the ratio between the hydrodynamic and morphodynamic time scales is small. The SVE with gravitational effects is a degenerated nonlinear parabolic system. This means that its numerical approximation is very expensive from a computational point of view, see for example T. Morales de Luna…
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Taxonomy
TopicsHydrology and Sediment Transport Processes · Fluid Dynamics and Turbulent Flows · Soil erosion and sediment transport
