Abstract

This work is focused on the a numerical finite volume scheme for the resulting coupled shallow water-Exner system in 1D applications with arbitrary geometry. The mathematical expression modeling the the hydrodynamic and morphodynamic components of the physical phenomenon are treated to deal with cross-section shape variations and empirical solid discharge estimations. The resulting coupled system of equations can be rewritten as a nonconservative hyperbolic system with three moving waves and one stationary wave to account for the source terms discretization. But, even for the simplest solid transport models as the Grass law, to find a linearized Jacobian matrix of the system can be a challenge if one considers arbitrary shape channels. Moreover, the bottom channel slope variations depends on the erosion-deposition mechanism considered to update the channel cross-section profile. In this paper a numerical finite volume scheme is proposed, based on an augmented Roe solver (first order accurate in time and space) and dealing with solid transport flux variations caused by the channel geometry changes. Channel crosssection variations lead to the appearance of a new solid flux source term which should be discretized properly. Comparison of the numerical results for several analytical and experimental cases demonstrate the effectiveness, exact wellbalanceness and accuracy of the scheme.

Highlights

  • Sediment transport in rivers is usually classified into two different phenomena: bed load movement and suspended material transport

  • A new finite volume scheme has been proposed for the coupled system of shallow water and Exner equations which is applicable to 1D channels with arbitrary geometry

  • The equations were treated to deal with cross-section shape variations by distinguishing the intercell conservative fluxes due to geometry variations from that caused by the flow features

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Summary

Introduction

Sediment transport in rivers is usually classified into two different phenomena: bed load movement and suspended material transport. The bed load process is usually modeled by means of set of equations that include hydrodynamic and morphodynamic components. Two-dimensional models can be used to simulate flow and sediment transport using a refined representation of topography and local hydraulic effects. Their application to natural river cases is still restricted due to the computational time required and the amount of field data needed for the model calibration. Despite numerical modeling of free-surface flows with bed load transport involves transient flow and movable boundaries, the conventional 1D methods found in literature usually decouple the hydrodynamic part and the solid transport equation [4,5,6]. A numerical coupled model able to simulate complex geometries and demonstrate its performance in 1D realistic applications is still required

Mathematical model
Numerical scheme
Approximate augmented Roe’s solver for the Grass model
Approximate augmented Roe’s solver for empirical models
Equilibrium slopes for steady flow regimes
Dam-break with analytical solution
Dam-break over bed step and cross-section changes
Conclusions
Full Text
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