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FVCA6 : Finite Volume for Complex Applications VI, Prague : Czech Republic (2011)
Comparison of explicit and implicit time advancing in the simulation of a 2D Sediment transport problem
Hervé Guillard 1, Marco Bilanceri 2, François Beux 3, Imad Elmahi 4, Maria-Vittoria Salvetti 2
(2011-03-09)

The simulation of sediment transport, based on the shallow-water equations coupled with Grass model for the sediment transport equation is considered. for the morphodynamic, namely the Exner equation and the . The aim of the present paper is to investigate the behavior of implicit linearized schemes in this context. The equations are discretized in space through a finite-volume approach A finite-volume method is considered and second-order accuracy in space is obtained through MUSCL reconstruction. A second-order time accurate explicit version of the scheme is obtained through a two step Runge-Kutta method. Implicit linearized schemes of second-order of accuracy in time are derived thanks to a Defect Correction technique. The different time-advancing schemes are compared, using a 2D sediment transport problem, with different types of flow/bed interactions. The implicit one largely outperforms the explicit version for slow flow/bed interactions while in the case of fast flow/bed interactions, the CPU time of both time integration schemes are comparable. Thus, the implicit scheme turns out to be a good candidate to simulate flows with sediment transport in practical applications.
1:  PUMAS (INRIA Sophia Antipolis)
INRIA
2:  Dipartimento Ingegneria Aerospaziale "Lucio Lazzarino" (DIA)
Università di Pisa
3:  Alta SpA [Pise]
Alta SpA
4:  Mécanique et Calcul Scientifique [Oujda] (EMCS)
Ecole Nationale des Sciences Appliquées d'Oujda
Mathematics/Numerical Analysis

Environmental Sciences/Environmental Engineering

Engineering Sciences/Reactive fluid environment