2011
DOI: 10.1016/j.aeolia.2011.07.004
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Wind tunnel and computational study of the stoss slope effect on the aeolian erosion of transverse sand dunes

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Cited by 40 publications
(9 citation statements)
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“…The role of topography in influencing wind, and thus the aeolian transport regime and resultant landforms, is complex. Studies have addressed the impact at scales from individual landform to synoptic scale, and with a diverse range of methods including numerical modeling (e.g., Tsoar et al, ; White & Tsoar, ), computational fluid dynamics (Faria et al, ; Huang et al, ), and wind tunnel experimentation (Bullard et al, ; Bullard & Nash, ; Iversen & Rasmussen, ; Iversen & Rasmussen, ; Rasmussen et al, ; White & Tsoar, ). Broadly, four categories of mechanisms can be drawn from the diverse literature which might be used to explain the observed pattern of dune deflection.…”
Section: Discussionmentioning
confidence: 99%
“…The role of topography in influencing wind, and thus the aeolian transport regime and resultant landforms, is complex. Studies have addressed the impact at scales from individual landform to synoptic scale, and with a diverse range of methods including numerical modeling (e.g., Tsoar et al, ; White & Tsoar, ), computational fluid dynamics (Faria et al, ; Huang et al, ), and wind tunnel experimentation (Bullard et al, ; Bullard & Nash, ; Iversen & Rasmussen, ; Iversen & Rasmussen, ; Rasmussen et al, ; White & Tsoar, ). Broadly, four categories of mechanisms can be drawn from the diverse literature which might be used to explain the observed pattern of dune deflection.…”
Section: Discussionmentioning
confidence: 99%
“…Profiles such as the vertical distribution of the wind velocity U ( y ), the turbulent kinetic energy k ( y ), and the energy dissipation ε ( y ) at the inlet are therefore simplified using equations , , and assuming a constant shear stress (Table ) with height (Richards & Hoxey, ): U()y=u*kitalicln()y+y0y0, k()y=u*2Cμ, ε()y=u*3k()y+y0, where U ( y ) is the wind velocity at a height of y (m), κ = 0.40 is the von Karman constant (Richards & Norris, ), u * is the wind shear velocity assuming a constant shear velocity with height, y is the height above the surface, y 0 is the surface roughness length (0.1 mm), and C μ = 0.085 is a constant in renormalization group k − ε (Richards & Norris, ). In addition, to generate a pressure gradient in the flow direction, fully developed conditions, that is, zero gradient along the streamwise direction, were assumed, and the relative static pressure ( P = 0 ) was set equal to zero at the outlet (Araújo et al, ; De Lima et al, ; Faria et al, ; Tian et al, ).…”
Section: Methodsmentioning
confidence: 99%
“…where U(y) is the wind velocity at a height of y (m), κ = 0.40 is the von Karman constant (Richards & Norris, 2011), u * is the wind shear velocity assuming a constant shear velocity with height, y is the height above the surface, y 0 is the surface roughness length (0.1 mm), and C μ = 0.085 is a constant in renormalization group k − ε (Richards & Norris, 2011). In addition, to generate a pressure gradient in the flow direction, fully developed conditions, that is, zero gradient along the streamwise direction, were assumed, and the relative static pressure (P = 0) was set equal to zero at the outlet (Araújo et al, 2013;De Lima et al, 2015;Faria et al, 2011;Tian et al, 2013).…”
Section: Boundary Conditionsmentioning
confidence: 99%
“…Field observations suggest that the turnover time of dunes in nature may range from months to years (Pye and Tsoar, 2009;Ewing et al, 2015) and the evolutionary processes associated with the turnover time lengths are not yet in-depth explored. Several small-scale experiments have been conducted to achieve complete evolutionary process, such as those in wind tunnels Dauchot et al, 2002;Kroy et al, 2002;Faria et al, 2011) and in water channels (Hersen, 2005;Groh et al, 2008;Franklin and Charru, 2011). Small-scale experiment has advantages in quantifying the influence of various controllable factors.…”
Section: Introductionmentioning
confidence: 99%