Extensive fine sediment infiltration into void spaces in coarse bed material can potentially alter
river morphodynamics and aquatic ecosystems. Understanding and modelling the mechanisms
of fine sediment movement and accumulation in gravel bed is therefore of high significance. In
this paper, we applied the Discrete Element Method (DEM) for gravel bed flume with different
sizes of fine sediment. In the model, we assumed a non-slip condition at the sediment-water
interface and solely considered gravitational settling. Furthermore, the sediment particle
properties and interaction laws are inputted into DEM and lead to the collective behavior of the
dissipative many-particle system. From the results of particle simulation, we can extract
information of the gravel bed packing, grain size distribution, and porosity variation. The
calculated results agree well with the measurements conducted by other authors. A further
development of the model will be applied to quantify the sediment exchange rates between
different bed layers in a new hydro-morphodynamic model for graded sediments in rivers
considering the bed-porosity change.
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Extensive fine sediment infiltration into void spaces in coarse bed material can potentially alter
river morphodynamics and aquatic ecosystems. Understanding and modelling the mechanisms
of fine sediment movement and accumulation in gravel bed is therefore of high significance. In
this paper, we applied the Discrete Element Method (DEM) for gravel bed flume with different
sizes of fine sediment. In the model, we assumed a non-slip condition at the sediment-water
interface and solely conside...
»