A Computational Fluid Dynamics (CFD) model (PHOENICS(TM) 3.5) previously validated for wind tunnel measurements is used to simulate the streamwise and vertical velocity flow fields over idealized transverse dunes of varying height (h) and stoss slope basal length (L). The model accurately reproduced patterns of. flow deceleration at the dune toe; stoss flow acceleration; vertical lift in the crest region; lee-side flow separation, re-attachment and reversal; and flow recovery distance. Results indicate that the flow field over transverse dunes is particularly sensitive to changes in dune height, with an increase in height resulting in flow deceleration at the toe, streamwise acceleration and vertical lift at the crest, and an increase in the extent of, and strength of reversed flows within, the lee-side separation cell. In general, the length of the separation zone varied from 3 to 15 h from the crest and increased over taller, steeper dunes. Similarly, the flow recovery distance ranged from 45 to >75 h and was more sensitive to changes in dune height. For the range of dune shapes investigated in this study, the differing effects of height and stoss slope length raise questions regarding the applicability of dune aspect ratio as a parameter for explaining airflow over transverse dunes. Evidence is also provided to support existing research on: streamline curvature and the maintenance of sand transport in the toe region; vertical lift in the crest region and its effect on grainfall delivery; relations between the turbulent shear layer and downward forcing of flow re-attachment; and extended flow recovery distances beyond the separation cell. Field validation is required to test these findings in natural settings. Future applications of the model will characterize turbulence and shear stress fields, examine the effects of more complex isolated dune forms and investigate flow over multiple dunes. (C) 2003 Elsevier B.V. All rights reserved.
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Netherlands Ctr. Geo-Ecol. Res. ICG, Landscape and Environ. Res. Group, University of Amsterdam, Nieuwe Prinsengracht, 130, NL-1018 VZ Amsterdam, NetherlandsNetherlands Ctr. Geo-Ecol. Res. ICG, Landscape and Environ. Res. Group, University of Amsterdam, Nieuwe Prinsengracht, 130, NL-1018 VZ Amsterdam, Netherlands
Van Boxel, J.H.
Arens, S.M.
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Netherlands Ctr. Geo-Ecol. Res. ICG, Landscape and Environ. Res. Group, University of Amsterdam, Nieuwe Prinsengracht, 130, NL-1018 VZ Amsterdam, NetherlandsNetherlands Ctr. Geo-Ecol. Res. ICG, Landscape and Environ. Res. Group, University of Amsterdam, Nieuwe Prinsengracht, 130, NL-1018 VZ Amsterdam, Netherlands
Arens, S.M.
Van Dijk, P.M.
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Netherlands Ctr. Geo-Ecol. Res. ICG, Landscape and Environ. Res. Group, University of Amsterdam, Nieuwe Prinsengracht, 130, NL-1018 VZ Amsterdam, NetherlandsNetherlands Ctr. Geo-Ecol. Res. ICG, Landscape and Environ. Res. Group, University of Amsterdam, Nieuwe Prinsengracht, 130, NL-1018 VZ Amsterdam, Netherlands
机构:
Univ Notre Dame, Dept Aerosp & Mech Engn, Notre Dame, IN 46556 USAUniv Durham, Dept Geog, Durham, England
Blois, Gianluca
Best, James L.
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Univ Illinois, Dept Geol Geog & GIS, Urbana, IL USA
Univ Illinois, Dept Mech Sci, Urbana, IL USA
Univ Illinois, Dept Engn, Urbana, IL USA
Univ Illinois, Ven Te Chow Hydrosyst Lab, Urbana, IL USAUniv Durham, Dept Geog, Durham, England
Best, James L.
Smith, Gregory H. Sambrook
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Univ Birmingham, Sch Geog Earth & Environm Sci, Birmingham, W Midlands, EnglandUniv Durham, Dept Geog, Durham, England