IXèmes Journées, Brest 2006
DOI: 10.5150/jngcgc.2006.026-m
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Étude des rides sédimentaires générées par les vagues sur le plateau continental

Abstract: Nous travaillons sur le code de calcul Dune2D développé à l'université technique du Danemark afin de mieux comprendre les mécanismes en présence lors de l'évolution des rides. Ceci permettra de compléter le travail effectué sur une base de données créée à partir des observations in situ de différents auteurs. Cet article expose les différentes méthodes numériques que nous avons employées pour résoudre dans Dune2D l'équation régissant l'évolution de la morphologie des rides sédimentaires, en particulier les rid… Show more

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Cited by 2 publications
(2 citation statements)
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“…As chapter 3 shows, the use of this sediment transport formulation, particularly in case (S1a), lead to numerical instabilities. Two reasons may explain this shortcoming: first, the effect of diffusivity in the bedslope contribution could be underestimated, second, the discretization method applied to the sediment conservation equation could be inadequate, a more sophisticated numerical scheme such as a non-oscillatory scheme could be necessary (Saint-Cast, 2002;Marieu et al, 2006).…”
Section: • (S1)mentioning
confidence: 99%
See 1 more Smart Citation
“…As chapter 3 shows, the use of this sediment transport formulation, particularly in case (S1a), lead to numerical instabilities. Two reasons may explain this shortcoming: first, the effect of diffusivity in the bedslope contribution could be underestimated, second, the discretization method applied to the sediment conservation equation could be inadequate, a more sophisticated numerical scheme such as a non-oscillatory scheme could be necessary (Saint-Cast, 2002;Marieu et al, 2006).…”
Section: • (S1)mentioning
confidence: 99%
“…The second option is to adapt this formulation to the Soulsby and Van Rijn formula and a third is to implement a quasi three dimensional formulation, by considering a vertical (non averaged) distribution of the current. By using a more realistic sediment transport formulation, a more sophisticated numerical scheme such as a non-oscillatory scheme (Saint-Cast, 2002;Marieu et al, 2006) could be necessary for the discretization of the sediment conservation equation.…”
Section: Model Improvementmentioning
confidence: 99%