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Effects of low boundary walls under dynamic inflow on flow field and pollutant dispersion in an idealized street canyon

机译:动态流入下低边界墙对理想化街道峡谷中流场和污染物扩散的影响

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In this study, we examine the magnitude of the boundary layer inflow that gradually changes with time at the top of a building. A standard k-?μ model was used to study how low boundary walls (LBWs) under dynamic wind field and dynamic vehicle flow affect the dispersion of pollutants in an idealized street canyon. The results show that the flow field under dynamic inflow inside the idealized street canyon within LBWs is composed of a major eddy and three corner eddies at the street level. When the external wind speed drops, the air is expanded, regarding which the canyon from air expansion is approximately 11??m high at time t??=??25??min and 3??m??at time t??=??33??min. The air at the road corners is correspondingly expanded. The presence of LBWs increases the peak of pollutant concentrations in the canyon and alters the pollutant distribution at the canyon bottom under the dynamic flow at different time points. In the LBWs street canyon compared with the non-LBWs street canyon, the pollutant concentration peaks at time t??=??25, 29, and 33??min increase by 12.74%, 30.90% and 22.80%, respectively. The presence of LBWs significantly decreases the maximum x-direction wind speeds at 1-m height in the bottom canyon at different time points but alters the wind directions at the corners and changes the value and distribution of turbulent kinetic energy in the canyon. The largest leeward and windward y-direction wind speeds under dynamic inflow are 27.41% and 32.75% compared with under steady inflow.
机译:在这项研究中,我们研究了建筑物顶部边界层流入量随时间逐渐变化的情况。使用标准的k-µμ模型来研究动态风场和动态车辆流下的低边界墙(LBW)如何影响理想街道峡谷中污染物的扩散。结果表明,在LBWs的理想化街道峡谷内,动态流入流场由街道上的一个主要涡流和三个角涡组成。当外部风速下降时,空气膨胀,由于空气膨胀引起的峡谷在t 14时刻高约11 -6 m,在t 14时刻为25Ω·min,在t 14时刻为3Ωm。 = ?? 33 ??分钟。道路拐角处的空气相应地膨胀。 LBWs的存在增加了峡谷中污染物浓度的峰值,并在不同时间点的动态流动下改变了峡谷底部的污染物分布。与非LBWs街道峡谷相比,LBWs街道峡谷的污染物浓度峰值在时间t ?? = ?? 25、29和33?min分别增加了12.74%,30.90%和22.80%。 LBW的存在显着降低了底部峡谷在不同时间点在1-m高度处的最大x方向风速,但改变了拐角处的风向并改变了峡谷中湍动能的值和分布。动态流入时的最大风向和迎风y方向风速分别为稳定流入时的27.41%和32.75%。

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