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Numerical Simulation of Airflow Structure and Dust Emissions behind Porous Fences Used to Shelter Open Storage Piles

机译:围护开放式存储桩多孔篱笆后面气流结构和粉尘排放的数值模拟

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Porous fences can reduce dust emissions from storage piles in open storage yards, but their sheltering effect depends on the airflow structure around the pile, and the shear stress distribution on each surface. In this study, static flow fields were numerically simulated using the standard k-ε turbulence model; the shear stress characteristics and distribution on the windward side, flat-top surface, and leeward side of a typical prismatic material stack were analyzed. The distribution of the aerodynamic structure of each surface of the storage pile was determined according to the flow field data for fences of the porosities ε = 0, 0.2, 0.3, 0.4, 0.5, and 0.6. The results indicated that at low porosities (ε = 0, 0.2) a recirculating flow appeared in the region between the fence and the pile. The shear force acted downward the windward slope, and the maximum dust emission occurred at two-thirds the height of the windward side, rather than at the top, as in unfenced conditions. Using the porous fence simulated in this study, shear stress on the windward side and the flat-top surface first decreased, then increased with increasing porosity; the lowest porosity values were 0.2 and 0.3, and the shear stress on the prismatic leeside changed little with increasing porosity. The numerical predictions indicated that a fence with porosity between 0.2 and 0.3 is optimal.
机译:多孔栅栏可以减少露天存储场中存储桩的粉尘排放,但是其防护效果取决于桩周围的气流结构以及每个表面的切应力分布。在这项研究中,使用标准k-ε湍流模型对静态流场进行了数值模拟。分析了典型棱柱形材料叠层的迎风面,平顶面和背风面的剪应力特性和分布。根据孔隙率ε= 0、0.2、0.3、0.4、0.5和0.6的栅栏的流场数据,确定存储桩每个表面的空气动力结构分布。结果表明,在低孔隙率(ε= 0,0.2)下,围栏和桩之间的区域出现了循环流动。剪切力作用于迎风坡的下方,并且最大的粉尘排放发生在迎风面高度的三分之二处,而不是在无防护条件下的顶部处。使用本研究中模拟的多孔栅栏,迎风面和平顶表面的剪应力首先减小,然后随着孔隙率的增加而增加;最低孔隙度值为0.2和0.3,棱柱形背侧的剪切应力随孔隙度的增加而变化不大。数值预测表明,孔隙度在0.2到0.3之间的围墙是最佳的。

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