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Flow Characteristics Around Step-Up Street Canyons with Various Building Aspect Ratios

机译:升压街道峡谷周围的流动特性,具有各种建筑横向比

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We investigate the flow characteristics around step-up street canyons with various building aspect ratios (ratio of along-canyon building length to street-canyon width, and upwind building height to downwind building height) using a computational fluid dynamics (CFD) model. Simulated results are validated against experimental wind-tunnel results, with the CFD simulations conducted under the same building configurations as those in the wind-tunnel experiments. The CFD model reproduces the measured in-canyon vortex, rooftop recirculation zone above the downwind building, and stagnation point position reasonably well. We analyze the flow characteristics, focusing on the structural change of the in-canyon flows and the interaction between the in- and around-canyon flows with the increase of building-length ratio. The in-canyon flows undergo development and mature stages as the building-length ratio increases. In the development stage (i.e., small building-length ratios), the position of the primary vortex wanders, and the incoming flow closely follows both the upstream and downstream building sidewalls. As a result, increasing momentum transfer from the upper layer contributes to a momentum increase in the in-canyon region, and the vorticity in the in-canyon region also increases. In the mature stage (i.e., large building-length ratios), the primary vortex stabilizes in position, and the incoming flow no longer follows the building sidewalls. This causes momentum loss through the street-canyon lateral boundaries. As the building-length ratio increases, momentum transfer from the upper layer slightly decreases, and the reverse flow, updraft, and streamwise flow in the in-canyon region also slightly decrease, resulting in vorticity reduction.
机译:我们使用计算流体动力学(CFD)模型来研究具有各种建筑物横向比(沿峡谷宽度的比率与街道峡谷宽度的比率与街头峡谷宽度的比率和逆风构建高度)的流动特性。模拟结果针对实验风隧道的结果验证,CFD模拟在与风隧道实验相同的建筑配置下进行的。 CFD模型再现在下行建筑物上方的峡谷涡旋,屋顶再循环区,以及合理井的停滞点位置。我们分析了流动特性,重点关注峡谷流量的结构变化,并随着建筑长度的增加而流动和周围峡谷之间的相互作用。随着建筑长度的比率增加,峡谷流量经历和成熟阶段。在开发阶段(即,小型建筑物长度比率)中,主要涡旋伴侣的位置和进入流程紧密地跟随上游和下游建筑侧壁。结果,从上层的增加的动量转移有助于峡谷区域的动量增加,并且在峡谷区域中的涡流也增加。在成熟阶段(即,大型建筑 - 长度比率)中,主要涡流稳定在位置,进入流量不再遵循建筑物侧壁。这使得通过街道峡谷横向边界导致动力损失。随着建筑长度的比率增加,从上层略微降低的动量略微降低,并且沿峡谷区域中的反向流动,上升和流动流动也略微降低,导致涡流减少。

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