Sediment Particle Velocity and Activity During Dune Migration

被引:7
|
作者
van Scheltinga, Renske C. Terwisscha [1 ]
Coco, Giovanni [2 ]
Friedrich, Heide [1 ]
机构
[1] Univ Auckland, Civil & Environm Engn, Auckland, New Zealand
[2] Univ Auckland, Sch Environm, Auckland, New Zealand
关键词
dune slope; instantaneous transport rate; saltation; sediment flux; shields number; BED-LOAD TRANSPORT; NUMERICAL-SIMULATION; TURBULENCE STRUCTURE; FLOW; FORMS; MOTION; SAND; FLUCTUATIONS; ENTRAINMENT; DOWNSTREAM;
D O I
10.1029/2020WR029017
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The processes underlying sediment transport mechanics are still debated. Here, we present novel ensemble particle bedload measurements, obtained with high-frequency imaging of particle velocities and activity over various bedform migration stages. We show that the bedload particle flux quickly responds to the unsteady non-uniform flow over the bed. Mean particle velocity linearly increases over the dune slopes towards the crest. In contrast, particle activity exhibits a power law increase over the dune slopes, with the top layer almost saturating in the saltation regime. Furthermore, the spatial and temporal variability of particle motion over dune slopes is high. For lower flow, spatial and temporal variability from small-scale topography, such as superposed bedforms, spurs, and irregular crestlines, are shown to be important for quantifying sediment dynamics. With increasing flow, however, the cross-stream particle velocities increase significantly, influenced by the large-scale dune topography (transverse slopes). Overall, variability in the particle flux increases with both flow strength and frequency of turbulent events. For the mean particle flux over the dune slopes, however, differences between neighboring dunes are large, which are attributed to dune topography variations and flow acceleration. The presented insights are essential to validate numerical simulations of sediment dynamics in three-dimensional flow conditions over dune beds.
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页数:19
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