首页> 外文期刊>Journal of geophysical research. Earth Surface: JGR >Micro-topographic analysis of shell pavements formed by aeolian transport in a wind tunnel simulation
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Micro-topographic analysis of shell pavements formed by aeolian transport in a wind tunnel simulation

机译:风洞模拟中风沙运移形成的贝壳路面的微观形貌分析

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Beach surfaces containing shell materials represent one end-member of a range of environments in which armoring is the primary control on wind erosion. Unlike spheres and cylinders which have formed the basis of theoretical model formulation and much of the early work in wind tunnels, mollusc shells have complex and non-uniform shapes which vary with their orientation. Identification of shell perimeter, height and frontal area relative to the bed area (roughness density) is therefore a formidable task, but nonetheless is essential for modeling sediment entrainment from beach surfaces. A methodology is suggested in this paper for capturing and analyzing these geospatial data, in the context of a wind tunnel simulation designed to improve understanding of the geophysical processes involved in armoring. For deposits where non-erodible shells represent half of the volume of the parent material, the surface appears to be highly stable to wind erosion from the outset, although minor reworking of the intervening, erodible sediment does occur. In comparison, the shell coverage must increase to approximately 30% during wind erosion events in order for any given beach surface to stabilize, especially beach deposits with a low concentration of shells by volume. With suitable calibration, the Raupach shear stress partitioning model can be forced to perform well in predicting the threshold conditions for particle entrainment. However, this approach overlooks the pivotal involvement of particle impact and ricochet in the creation and sculpting of the armored bed. As a case in point, when the shells are removed from digital elevation models of armored beach surfaces formed in aeolian systems, the adjusted topography is not suggestive of the presence of coherent flow structures (e.g., horseshoe vortices and wedge shaped shelter areas) as assumed to exist in the stress partitioning approach for isolated flows. This would suggest that future work on the armoring of natural surfaces affected by wind erosion must allow for more complexity in the flow perturbation.
机译:包含贝壳材料的海滩表面代表了一系列环境的一个末端,在这些环境中,装甲是风蚀的主要控制手段。与形成理论模型公式化基础和风洞中许多早期工作的基础的球体和圆柱体不同,软体动物壳具有复杂且不均匀的形状,其形状随方向而变化。因此,确定壳的周长,高度和相对于床面的正面面积(粗糙度密度)是一项艰巨的任务,但对于模拟从海滩表面夹带的泥沙来说,这是必不可少的。本文提出了一种在风洞模拟的背景下捕获和分析这些地理空间数据的方法,旨在提高对装甲中涉及的地球物理过程的理解。对于沉积物,其中不可蚀性壳层占母体材料体积的一半,表面从一开始就对风蚀具有很高的稳定性,尽管中间的可蚀性沉积物确实会发生少量返工。相比之下,在风蚀事件期间,壳的覆盖率必须增加到大约30%,以使任何给定的海滩表面稳定,尤其是贝壳体积浓度低的海滩沉积物。通过适当的校准,可以迫使Raupach剪应力分配模型在预测颗粒夹带的阈值条件时表现良好。但是,该方法忽略了装甲床的创建和雕塑过程中粒子撞击和跳弹的关键作用。举例来说,当从风沙系统中形成的装甲海滩表面数字高程模型中移除壳体时,调整后的地形并不表明存在一致的流动结构(例如,马蹄形涡流和楔形避难所)存在于隔离流的应力分配方法中。这表明未来关于受风蚀影响的自然表面铠装的工作必须考虑到流量扰动的更多复杂性。

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