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How to Parametrize Urban-Canopy Drag to Reproduce Wind-Direction Effects Within the Canopy

机译:如何对城市檐篷阻力进行参数化设置,以在树冠内再现风向效应

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摘要

The mean wind direction within an urban canopy changes with height when the incoming flow is not orthogonal to obstacle faces. This wind-turning effect is induced by complex processes and its modelling in urban-canopy (UC) parametrizations is difficult. Here we focus on the analysis of the spatially-averaged flow properties over an aligned array of cubes and their variation with incoming wind direction. For this purpose, Reynolds-averaged Navier–Stokes simulations previously compared, for a reduced number of incident wind directions, against direct numerical simulation results are used. The drag formulation of a UC parametrization is modified and different drag coefficients are tested in order to reproduce the wind-turning effect within the canopy for oblique wind directions. The simulations carried out for a UC parametrization in one-dimensional mode indicate that a height-dependent drag coefficient is needed to capture this effect.
机译:当流入的水流不正交于障碍物面时,城市雨棚内的平均风向随高度而变化。这种变风效应是由复杂的过程引起的,并且很难在城市顶篷(UC)参数化中进行建模。在这里,我们着重分析多维数据集的对齐阵列上的空间平均流量属性及其随传入风向的变化。为此,以前使用雷诺平均的Navier-Stokes模拟进行了比较,以减少入射风向,将其与直接数值模拟结果进行了比较。修改了UC参数化的阻力公式,并测试了不同的阻力系数,以便针对倾斜的风向重现冠层内的转向效果。在一维模式下对UC参数化进行的仿真表明,需要依赖于高度的阻力系数来捕获此效果。

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