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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >A field study of mean and turbulent flow characteristics upwind, over and downwind of barchan dunes
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A field study of mean and turbulent flow characteristics upwind, over and downwind of barchan dunes

机译:Barchan沙丘上,上,下风的平均和湍流特征的现场研究

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Field-measured patterns of mean velocity and turbulent airflow are reported for isolated barchan dunes. Turbulence was sampled using a high frequency sonic anemometer, deriving near-surface Reynolds shear and normal stresses. Measurements upwind of and over a crest-brink separated barchan indicated that shear stress was sustained despite a velocity reduction at the dune toe. The mapped streamline angles and enhanced turbulent intensities suggest the effects of positive streamline curvature are responsible for this maintenance of shear stress. This field evidence supports an existing model for dune morphodynamics based on wind tunnel turbulence measurements. Downwind, the effect of different dune profiles on flow re-attachment and recovery was apparent. With transverse incident flow, a re-attachment length between 2·3 and 5·0h (h is dune brink height) existed for a crest-brink separated dune and 6·5 to 8·6h for a crest-brink coincident dune. The lee side shear layer produced elevated turbulent stresses immediately downwind of both dunes, and a decrease in turbulence with distance characterized flow recovery. Recovery of mean velocity for the crest-brink separated dune occurred over a distance 6·5h shorter than the crest-brink coincident form. As the application of sonic anemometers in aeolian geomorphology is relatively new, there is debate concerning the suitability of processing their data in relation to dune surface and streamline angle. This paper demonstrates the effect on Reynolds stresses of mathematically correcting data to the local streamline over varying dune slope. Where the streamline angle was closely related to the surface (windward slope), time-averaged shear stress agreed best with previous wind tunnel findings when data were rotated along streamlines. In the close lee, however, the angle of downwardly projected (separated) flow was not aligned with the flat ground surface. Here, shear stress appeared to be underestimated by streamline correction, and corrected shear stress values were less than half of those uncorrected.
机译:报告了孤立的巴沙丘沙丘的平均速度和湍流的实地测量模式。使用高频声波风速计对湍流进行采样,得出近地表雷诺剪切力和法向应力。在顶部-顶部和顶部之间的测量结果表明,尽管沙丘脚趾处的速度降低了,但剪应力仍然存在。映射的流线角度和增强的湍流强度表明,正流线曲率的影响是剪切应力的这种维持的原因。该现场证据支持基于风洞湍流测量的沙丘形态动力学现有模型。顺风时,不同的沙丘剖面对流量重新附着和恢复的影响是显而易见的。在有横向入射流的情况下,波峰-边缘分离的沙丘的重新附着长度为2·3至5·0h(h为沙丘边缘高度),波峰—边缘同时发生的沙丘的重新附着长度为6·5至8·6h。背风侧剪切层立即在两个沙丘的顺风处产生升高的湍流应力,并且湍流随距离的减小而减小,这是流动恢复的特征。波峰-布朗分离沙丘的平均速度恢复时间比波峰-布朗同时发生的形式短6·5h。由于声速计在风沙地貌学中的应用相对较新,因此存在关于处理与沙丘表面和流线角度有关的数据的适用性的争论。本文论证了在沙丘坡度变化的情况下,通过数学校正数据到局部流线的数据对雷诺应力的影响。当流线角度与地表(迎风坡度)密切相关时,沿数据流线旋转时,时间平均切应力与先前的风洞发现最吻合。然而,在密闭的回风中,向下投射(分离)的流角未与平坦的地面对齐。在这里,剪切应力似乎被流线校正低估了,校正后的剪切应力值小于未校正值的一半。

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