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Extension of generalized forced convective heat transfer coefficient expressions for isolated buildings taking into account oblique wind directions

机译:考虑斜向风向的孤立建筑物广义强迫对流换热系数表达式的扩展

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The surface-averaged forced Convective Heat Transfer Coefficient (CHTCavg) at a windward building facade is influenced by the complex interaction between a wide range of parameters. Existing CHTC expressions, however, consider the impact of these parameters either incompletely or not at all. Earlier studies have shown that this shortcoming can lead to significant errors in Building Energy Simulations. In this paper, therefore, the combined impacts of wind speed (U-10), building height (H) and width (W), and wind direction (theta) on the CHTC avg for the windward facade of buildings are systematically investigated. High-resolution CFD simulations of wind flow and forced convective heat transfer, validated with wind-tunnel measurements, are performed for 64 building geometries (10 m = H and W = 80 m), 8 wind directions (0 degrees = theta = 78.75 degrees) and 4 reference wind speeds (1 m/s = U-10 = 4 m/s). The 3D steady BANS equations with the realizable k-epsilon turbulence model and the low-Re number Wolfshtein model are used. The results show that for a given building geometry and U-10, the CHTCavg decreases as theta increases from 0 degrees to 78.75 degrees. The maximum reduction of about 42% occurs for the building with H = 8W = 80 m. In addition, for a given theta and U-10, by increasing H, the CHTCavg increases, while increasing W has the opposite impact on the CHTCavg. Finally, a new generalized CHTC expression is presented as a function of U-10, H, W and theta, and its accuracy is confirmed by detailed in-sample and out-of-sample evaluations.
机译:迎风建筑物立面的表面平均强制对流换热系数(CHTCavg)受各种参数之间复杂的相互作用的影响。但是,现有的CHTC表达式考虑这些参数的影响是不完全的还是根本没有考虑的。较早的研究表明,该缺陷可能导致建筑能耗模拟中的重大错误。因此,在本文中,系统地研究了风速(U-10),建筑物高度(H)和宽度(W)以及风向(theta)对CHTC平均水平的影响。通过风洞测量验证了风流和强制对流换热的高分辨率CFD模拟,适用于64种建筑几何形状(10 m <= H和W <= 80 m),8个风向(0度<= theta <= 78.75度)和4个参考风速(1 m / s <= U-10 <= 4 m / s)。使用具有可实现的k-ε湍流模型和低Re数Wolfshtein模型的3D稳定BANS方程。结果表明,对于给定的建筑物几何形状和U-10,CHTCavg随theta从0度增加到78.75度而减小。对于H = 8W = 80 m的建筑物,最大减少量约为42%。另外,对于给定的theta和U-10,通过增加H,CHTCavg增加,而增加W对CHTCavg具有相反的影响。最后,提出了一种新的广义CHTC表达式,它是U-10,H,W和theta的函数,其准确性通过详细的样本内和样本外评估得到证实。

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