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最优沙障排列。

Optimal array of sand fences.

机构信息

Departamento de Física, Universidade Federal do Ceará, 60451-970 Fortaleza, Ceará, Brazil.

Department of Geosciences, University of Cologne, Pohligstraße 3, 50969 Cologne, Germany.

出版信息

Sci Rep. 2017 Mar 24;7:45148. doi: 10.1038/srep45148.

DOI:10.1038/srep45148
PMID:28338053
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC5364526/
Abstract

Sand fences are widely applied to prevent soil erosion by wind in areas affected by desertification. Sand fences also provide a way to reduce the emission rate of dust particles, which is triggered mainly by the impacts of wind-blown sand grains onto the soil and affects the Earth's climate. Many different types of fence have been designed and their effects on the sediment transport dynamics studied since many years. However, the search for the optimal array of fences has remained largely an empirical task. In order to achieve maximal soil protection using the minimal amount of fence material, a quantitative understanding of the flow profile over the relief encompassing the area to be protected including all employed fences is required. Here we use Computational Fluid Dynamics to calculate the average turbulent airflow through an array of fences as a function of the porosity, spacing and height of the fences. Specifically, we investigate the factors controlling the fraction of soil area over which the basal average wind shear velocity drops below the threshold for sand transport when the fences are applied. We introduce a cost function, given by the amount of material necessary to construct the fences. We find that, for typical sand-moving wind velocities, the optimal fence height (which minimizes this cost function) is around 50 cm, while using fences of height around 1.25 m leads to maximal cost.

摘要

沙障被广泛应用于防止荒漠化地区的风蚀。沙障还提供了一种减少尘埃颗粒排放率的方法,主要是由风蚀沙粒对土壤的冲击引发的,这会影响地球的气候。多年来,已经设计了许多不同类型的围栏,并研究了它们对泥沙输运动力学的影响。然而,寻找最佳的围栏排列方式在很大程度上仍然是一项经验性的任务。为了在使用最少的围栏材料的情况下实现最大的土壤保护,需要定量了解包括所有使用的围栏在内的保护区域的地形上的流型。在这里,我们使用计算流体动力学来计算作为围栏的孔隙率、间距和高度的函数的平均紊流气流通过围栏的情况。具体来说,我们研究了控制当围栏应用时,土壤面积中基础平均风速下降到输沙阈值以下的部分的因素。我们引入了一个成本函数,由建造围栏所需的材料数量给出。我们发现,对于典型的输沙风速,最优的围栏高度(最小化这个成本函数)约为 50 厘米,而使用高度约为 1.25 米的围栏则导致最大的成本。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/a8af6ed79848/srep45148-f8.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/390a764d377a/srep45148-f1.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/a2942284a3eb/srep45148-f4.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/b96b2b711078/srep45148-f5.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/b313e68ad1de/srep45148-f6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/c73750c0dad0/srep45148-f7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/a8af6ed79848/srep45148-f8.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/390a764d377a/srep45148-f1.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/84b47534d83b/srep45148-f2.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/ea235bad0c89/srep45148-f3.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/a2942284a3eb/srep45148-f4.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/b96b2b711078/srep45148-f5.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/b313e68ad1de/srep45148-f6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/c73750c0dad0/srep45148-f7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/3b4d/5364526/a8af6ed79848/srep45148-f8.jpg

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本文引用的文献

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Two-dimensional airflow modeling underpredicts the wind velocity over dunes.二维气流建模对沙丘上方风速的预测偏低。
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Numerical evaluation of the scale problem on the wind flow of a windbreak.防风林风流尺度问题的数值评估。
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Numerical modeling of the wind flow over a transverse dune.横向沙丘上方风场的数值模拟。
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Aeolian transport layer.风成搬运层
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