Effets de la consolidation sur la modélisation morphodynamique. Application à l'estuaire de la Gironde
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2009
- handle: 10670/1.h9xzcg
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Catherine Villaret et al., « Effets de la consolidation sur la modélisation morphodynamique. Application à l'estuaire de la Gironde », Journées de l'hydraulique, ID : 10670/1.h9xzcg
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Résumé
Consolidation effects on morphodynamics modelling: application to the gironde estuary. We present un-going developments made jointly at EDF-R&D, Laboratoire St Venant and CETMEF, in order to improve the numerical schemes, physical processes and accuracy of a 2D morphodynamic sand transport model. The final objective is to build an operational tool which can be applied by end users in complex estuarine environments. The 2D morphodynamic model (Sisyphe) of the finite element Telemac system has been applied to simulate the medium-term bed evolution in the central (40 km long) portion of the Gironde estuary, in the presence of sand-mud mixture and highly dynamical tidal forcing. The main issue is here to predict the sand bank migration and associated deposition rate around the outflow of the Blayais nuclear power plant. Up to now, the transport of non-cohesive particles has been treated separately from the cohesive material. Major effort has been conducted to optimise the numerical methods in order to reduce the computational time. The present 2D approach allows to predict the 10 year bed evolution within a couple of days. The influence of skin friction has been highlighted and the accuracy of numerical predictions can be improved by implementing a ripple predictor. However, the bank progression is overall underestimated, which probably comes from the neglected cohesive properties. Further improvements are still in process to include cohesive sediment transport processes. Three different 1D vertical consolidation models have been developed using either finite element, finite difference or a simple heuristic approach. Intercomparison of these 3 models shows that the second approach gives good agreement with experimental data and needs to be integrated in Sisyphe in the near future. Our next efforts will focus on the integration of other cohesive effects and development of a mixed sediment transport model.