1986
DOI: 10.1111/j.1365-3091.1986.tb00760.x
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Estimation of some aeolian saltation transport parameters: a re‐analysis of Williams' data

Abstract: A new method for analysing observed aeolian sand transport rate profiles of the kind obtained by Williams is presented. The method involves a mathematical model of aeolian saltation. Detailed information about the saltation process can be calculated from the transport rate profile by means of this model. The method is used to perform a re‐analysis of Williams' trap data. Among the main findings of this analysis is that the grain borne shear stress appears to be a smaller fraction of the total shear stress than… Show more

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Cited by 88 publications
(114 citation statements)
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“…The drag coefficient χ depends on the shape of the grain but also on the Reynolds numbers Re = d |u − v|/ν (ν stands for the air viscosity). At large Re, in the turbulent regime, χ tends towards a constant if the grain is sufficiently rough [27]. In the viscous -Stokes -regime, χ decreases as 1/Re.…”
Section: Motion Of One Grain In the Windmentioning
confidence: 99%
See 1 more Smart Citation
“…The drag coefficient χ depends on the shape of the grain but also on the Reynolds numbers Re = d |u − v|/ν (ν stands for the air viscosity). At large Re, in the turbulent regime, χ tends towards a constant if the grain is sufficiently rough [27]. In the viscous -Stokes -regime, χ decreases as 1/Re.…”
Section: Motion Of One Grain In the Windmentioning
confidence: 99%
“…[25] is that of the saltons while the scaling found by Rasmussen and Iversen [38,39,42] corresponds to the reptons. A third scaling has been obtained by Jensen and Sorensen [26,27] who have used a model to extract the same quantities from experimental measurements of the vertical variation of the transport rate.…”
Section: Equilibrium Transportmentioning
confidence: 99%
“…The type of data used to represent the dry aggregate size distribution depends on the model used. A model developed by Marticorena and Bergametti (1995) focusing on desert soil mobilization under natural, usually non-crusted, conditions uses threshold friction velocity computations that are dependent on the microped size distributions of erodible soil particles (Sørensen, 1985;Li and Martz, 1994). Chatenet et al (1996) have proposed a sampling and analysis method for determining the dry size distribution of loose microped material.…”
Section: Field Surface Conditionsmentioning
confidence: 99%
“…This erodibility mainly depends on the soil particle size and the surface properties (Williams, 1964;Gillette, 1974Gillette, , 1979Gillette and Stockton, 1989;Sörensen, 1985;Leys and Raupach, 1991;Shao et al, 1993).…”
Section: Parameterization Of the Horizontal Fluxmentioning
confidence: 99%