2011
DOI: 10.1103/physrevlett.106.094501
|View full text |Cite
|
Sign up to set email alerts
|

Scaling Laws in Aeolian Sand Transport

Abstract: We report on wind tunnel measurements on saltating particles in a turbulent boundary layer and provide evidence that over an erodible bed the particle velocity in the saltation layer and the saltation length are almost invariant with the wind strength, whereas over a nonerodible bed these quantities vary significantly with the air friction speed. It results that the particle transport rate over an erodible bed does not exhibit a cubic dependence with the air friction speed, as predicted by Bagnold, but a quadr… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

43
216
5

Year Published

2013
2013
2018
2018

Publication Types

Select...
7

Relationship

2
5

Authors

Journals

citations
Cited by 142 publications
(264 citation statements)
references
References 10 publications
43
216
5
Order By: Relevance
“…As already noticed in the experiments (Ho et al 2011) and in the analysis of Jenkins & Valance (2014) on Aeolian transport over rigid beds, there is a maximum horizontal particle flux Q max that the fluid can sustain at a given Shields parameter: the maximum transport capacity of the flow. Our analysis suggests that this observation holds irrespective of the density ratio.…”
Section: Y Q C Lxmentioning
confidence: 71%
See 2 more Smart Citations
“…As already noticed in the experiments (Ho et al 2011) and in the analysis of Jenkins & Valance (2014) on Aeolian transport over rigid beds, there is a maximum horizontal particle flux Q max that the fluid can sustain at a given Shields parameter: the maximum transport capacity of the flow. Our analysis suggests that this observation holds irrespective of the density ratio.…”
Section: Y Q C Lxmentioning
confidence: 71%
“…The latter can be equivalently replaced by the mass hold-up, as in Jenkins & Valance (2014); or by the horizontal particle flux Q =  0 L, as in the experiments (Ho et al 2011); or by the vertical velocity after the rebound 0 y x + , the take-off velocity, as in the present work. In any case, there is a range of possible particle fluxes that can be steadily sustained at a given strength of the fluid flow.…”
Section: Trajectory Equationsmentioning
confidence: 99%
See 1 more Smart Citation
“…The experiments reported here were performed in a 6.6m long wind tunnel with a cross-section of dimensions 0.27m × 0.27m where the nominal air velocity U ∞ (i.e., the air speed outside from the boundary layer) can be varied between 0 to 20m s (see Ho et al [2011Ho et al [ , 2014 for further details). At the upwind edge of the tunnel, a hopper is installed on the roof of the wind-tunnel and delivers a constant and prescribed upwind sand flux Q 0 (see Fig.…”
Section: Experimental Set-up and Protocolmentioning
confidence: 99%
“…Pähtz and co-workers [Pähtz et al, 2013[Pähtz et al, , 2014[Pähtz et al, , 2015 recently proposed an expression of the saturation length based on the saltation length L salt and thus governed by the average speed of sand particles traveling above the sand bed: L sat ∝ L salt ≈ V 2 p g. As the grain velocity in steady regime of saltation is invariant with the wind speed [Ho et al, 2011;Valance et al, 2015], the saltation length is expected to be independent on the wind strength like the drag length.…”
Section: Introductionmentioning
confidence: 99%