2009
DOI: 10.1016/j.jweia.2008.09.001
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Wind erosion of sand placed inside a rectangular box

Abstract: a b s t r a c tThis paper shows some experimental results on wind erosion of sand particles, placed inside a rectangular box with the upper surface exposed to the flow. Data presented were achieved from a wind tunnel simulation. Results include erosion rate, free-surface profile change, vertical deformation rate, and also flow topology for several loose boundary geometries. Some visualization tests illustrate the path of particles, depicturing how the eroded bed evolutes.The main objective of this work is focu… Show more

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Cited by 10 publications
(8 citation statements)
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“…It has been applied in many fields including process engineering, mining, and Geomechanics. It is also recognized as an effective method for the study of the fundamental behaviour of granular materials [1,2].…”
Section: Discrete Element Methods (Dem)mentioning
confidence: 99%
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“…It has been applied in many fields including process engineering, mining, and Geomechanics. It is also recognized as an effective method for the study of the fundamental behaviour of granular materials [1,2].…”
Section: Discrete Element Methods (Dem)mentioning
confidence: 99%
“…Several researchers have developed a multitude of techniques and methodologies to analyse the wind flow around the piles of open storage yards [1][2][3]. Computational Fluid Dynamic has largely implemented in the succeeding works to study the surrounding wind flow implications for the Aeolian particle transport in case of dune erosion [4].…”
Section: Introductionmentioning
confidence: 99%
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“…Recent work by Ferreira and Oliveira [8] reported experimental data for surface changes for sand contained in a rectangular box and exposed to air flow; these results present a clear correlation between recirculation zones and surface contour changes.…”
Section: Introductionmentioning
confidence: 93%
“…The measured boundary layer thickness is δ = 0.4 m, almost four times the height of the pile model; the exponent was evaluated as α = 0.11 [16]. Due to the model scale adopted in this work, and because of the ratio between the pile height and the thickness of the wind tunnel boundary layer, the profile given by Eq.…”
Section: Incoming Velocity Profile and Similarity Criteriamentioning
confidence: 99%