The Critical Role of the Boundary Layer Thickness for the Initiation of Aeolian Sediment Transport
Thomas P\"ahtz, Manousos Valyrakis, Xiao-Hu Zhao, Zhen-Shan Li

TL;DR
This paper presents a conceptual framework highlighting the importance of boundary layer thickness in initiating Aeolian sediment transport, emphasizing turbulence and the ratio of integral to entrainment timescales.
Contribution
It introduces a new model linking boundary layer thickness and turbulence to sediment transport thresholds, explaining differences between natural environments and wind tunnel experiments.
Findings
Transport initiation depends on turbulence-induced particle rocking and rolling.
The ratio of integral to entrainment timescales determines the transport threshold.
Transport can occur at weaker winds in natural atmospheres than in wind tunnels.
Abstract
Here, we propose a conceptual framework of Aeolian sediment transport initiation that includes the role of turbulence. Upon increasing the wind shear stress above a threshold value , particles resting at the bed surface begin to rock in their pockets because the largest turbulent fluctuations of the instantaneous wind velocity above its mean value induce fluid torques that exceed resisting torques. Upon a slight further increase of , rocking turns into a rolling regime (i.e., rolling threshold ) provided that the ratio between the integral time scale (where is the boundary layer thickness) and the time required for entrainment (where is the particle diameter and the particle-air-density ratio) is sufficiently large. Rolling then evolves…
Peer Reviews
No public reviews on file for this paper yet. If you reviewed it on a platform where reviews are public (OpenReview, ICLR, NeurIPS, ICML), you can paste yours below so the community can read it here.
Videos
No videos yet. Explain this paper in a talk, walkthrough, or lecture? Add one.
