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This document discusses numerical modelling of river dunes in the Waal river under extreme floods. It first analyzes observed bed level data from a 1997 moderate flood in the Waal. It then uses a two-dimensional vertical morphodynamic model with free-surface flow, equilibrium and non-equilibrium bedload and suspended sediment transport to simulate flow and bedform evolution under extreme floods. Boundary conditions from a calibrated one-dimensional hydrodynamic model of the Rhine branches are input. Prelimi

Author

João Paulo Mendes Ferreira

Language

EN