An equivalent analysis of unsteady sand transport in a wind tunnel

This study investigates the effect of unsteady wind on sand transport in a wind tunnel using sinusoidally varying wind velocity to represent the unsteady wind. By comparing sand transport fluxes under steady and unsteady winds, we demonstrate that cumulative sand transport flux varies sinusoidally with the sinusoidally varying wind velocity. In addition to the time-averaged wind velocity, the sand transport rate is also affected by the amplitude and period of wind velocity variations. We then propose an ‘equivalent’ steady aeolian sand transport process as a substitute for the actual unsteady transport process. In terms of wind velocity amplitude and period variations, an equivalent wind friction velocity factor u*′ is defined to capture differences caused by wind velocity variations with the same time-averaged wind velocity and friction velocity. Finally, a unified equation for aeolian sand transport is derived, demonstrating applicability for both steady and unsteady flow conditions. The results of this study contribute to a deeper understanding of aeolian sand transport under unsteady flow.

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Publication Details

Journal
Physics of Fluids
Published
2024-11-01
DOI
https://doi.org/10.1063/5.0235974
Citations
2
Primary Topic
Aeolian processes and effects
Type
article
Field-Weighted Citation Impact
1.03
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article

An equivalent analysis of unsteady sand transport in a wind tunnel

Yuanwei Lin, Yang Zhang, Xin Gao, Bin Yang et al.
2 citations
Physics of Fluids
Aeolian processes and effects
1.03
article

An equivalent analysis of unsteady sand transport in a wind tunnel

Yuanwei Lin, Yang Zhang, Xin Gao, Bin Yang, Yuxin Liu
article en
2 citations

Abstract

This study investigates the effect of unsteady wind on sand transport in a wind tunnel using sinusoidally varying wind velocity to represent the unsteady wind. By comparing sand transport fluxes under steady and unsteady winds, we demonstrate that cumulative sand transport flux varies sinusoidally with the sinusoidally varying wind velocity. In addition to the time-averaged wind velocity, the sand transport rate is also affected by the amplitude and period of wind velocity variations. We then propose an ‘equivalent’ steady aeolian sand transport process as a substitute for the actual unsteady transport process. In terms of wind velocity amplitude and period variations, an equivalent wind friction velocity factor u*′ is defined to capture differences caused by wind velocity variations with the same time-averaged wind velocity and friction velocity. Finally, a unified equation for aeolian sand transport is derived, demonstrating applicability for both steady and unsteady flow conditions. The results of this study contribute to a deeper understanding of aeolian sand transport under unsteady flow.

Physics of FluidsVol. 36(11)
Chinese Academy of Sciences (CN), Northwest University (CN), Institute of Ecology and Geography (MD), Xinjiang Institute of Ecology and Geography (CN), Xi'an Jiaotong University (CN)
Affordable and clean energy
Openalex Percentile: Top 25%
Aeolian processes and effects
1.03
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