摘要:Rivers inherently show heterogeneous sediment sizes and can also
show a strong sediment supply variability in time because of natural episodic
events or as a consequence of human activities, which alter the characteristics
and dynamics of alluvial bars at the macro-scale. The impact of the combination
between sediment size heterogeneity and sediment supply variation, or
even with other forcings (i.e. hydrology, channel geometry) remains poorly documented.In
this work, a physics-based numerical model is applied on a trained
reach of a sandy-gravel bed river to investigate the combination of these parameters
on bar morphodynamics. The morphodynamic computations are performed
with a two-dimensional depth-averaged hydrodynamic solver, internally
coupled to a sediment transport and bed evolution module, which estimate the
transport of graded sediment and model bed stratigraphy, respectively. A 1 km
long reach of the Loire River at Bréhémont (France) is selected to conduct the
numerical investigations. The interaction between several forcing mechanisms
induces highly complex bar morphodynamic processes in this area.A comprehensive
set of high-definition data is available, which allows to study the river
morphodynamics for a succession of three flooding events and a period of low
flows. Based on this model, a variety of scenarios is presented with the aim
of exploring the implications of sediment gradation, geometrical and boundary
forcing effects on in situ bars morphodynamics.
其他摘要:Rivers inherently show heterogeneous sediment sizes and can also show a strong sediment supply variability in time because of natural episodic events or as a consequence of human activities, which alter the characteristics and dynamics of alluvial bars at the macro-scale. The impact of the combination between sediment size heterogeneity and sediment supply variation, or even with other forcings (i.e. hydrology, channel geometry) remains poorly documented. In this work, a physics-based numerical model is applied on a trained reach of a sandy-gravel bed river to investigate the combination of these parameters on bar morphodynamics. The morphodynamic computations are performed with a two-dimensional depth-averaged hydrodynamic solver, internally coupled to a sediment transport and bed evolution module, which estimate the transport of graded sediment and model bed stratigraphy, respectively. A 1 km long reach of the Loire River at Bréhémont (France) is selected to conduct the numerical investigations. The interaction between several forcing mechanisms induces highly complex bar morphodynamic processes in this area.A comprehensive set of high-definition data is available, which allows to study the river morphodynamics for a succession of three flooding events and a period of low flows. Based on this model, a variety of scenarios is presented with the aim of exploring the implications of sediment gradation, geometrical and boundary forcing effects on in situ bars morphodynamics.