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Large-Eddy Simulation of Flow and Pollutant Transports in and Above Two-Dimensional Idealized Street Canyons

机译:二维理想化街道峡谷内及以上的水流和污染物输送的大涡模拟

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A large-eddy simulation (LES) model, using the one-equation subgrid-scale (SGS) parametrization, was developed to study the flow and pollutant transport in and above urban street canyons. Three identical two-dimensional (2D) street canyons of unity aspect ratio, each consisting of a ground-level area source of constant pollutant concentration, are evenly aligned in a cross-flow in the streamwise direction x. The flow falls into the skimming flow regime. A larger computational domain is adopted to accurately resolve the turbulence above roof level and its influence on the flow characteristics in the street canyons. The LES calculated statistics of wind and pollutant transports agree well with other field, laboratory and modelling results available in the literature. The maximum wind velocity standard deviations σ i in the streamwise (σ u ), spanwise (σ v ) and vertical (σ w ) directions are located near the roof-level windward corners. Moreover, a second σ w peak is found at z ≈ 1.5h (h is the building height) over the street canyons. Normalizing σ i by the local friction velocity u *, it is found that σ u /u * ≈ 1.8, σ v /u * ≈ 1.3 and σ w /u * ≈ 1.25 exhibiting rather uniform values in the urban roughness sublayer. Quadrant analysis of the vertical momentum flux u′′w′′ shows that, while the inward and outward interactions are small, the sweeps and ejections dominate the momentum transport over the street canyons. In the x direction, the two-point correlations of velocity R v,x and R w,x drop to zero at a separation larger than h but R u,x (= 0.2) persists even at a separation of half the domain size. Partitioning the convective transfer coefficient Ω T of pollutant into its removal and re-entry components, an increasing pollutant re-entrainment from 26.3 to 43.3% in the x direction is revealed, suggesting the impact of background pollutant on the air quality in street canyons.
机译:利用一方程次网格规模(SGS)参数化开发了大涡模拟(LES)模型,以研究城市街道峡谷内外的水流和污染物迁移。三个统一的纵横比相同的二维(2D)街道峡谷,每个峡谷均由恒定污染物浓度的地面区域源组成,并在水流x的横流中均匀排列。流量属于撇油流量状态。采用较大的计算域可以准确地解决屋顶上方的湍流及其对街道峡谷中流动特性的影响。 LES计算的风和污染物运输统计数据与文献中可获得的其他领域,实验室和建模结果非常吻合。在流向(σ u ),跨向(σ v )和垂直方向(σ w)的最大风速标准偏差σ i )方向位于屋顶水平的迎风角附近。此外,在街道峡谷上方的z≈1.5h(h是建筑物高度)处发现了第二个σ w 峰。用局部摩擦速度u * 归一化σ i ,发现σ u / u * ≈1.8 ,σ v / u * ≈1.3和σ w / u * ≈1.25在城市粗糙度子层。垂直动量通量u''w''的象限分析表明,尽管向内和向外的相互作用很小,但波及和喷出主导了街道峡谷上动量的传输。在x方向上,速度R v,x 和R w,x 的两点相关性以大于h但R u的间隔下降到零,x (= 0.2)甚至在相距一半域大小的情况下仍然存在。将污染物的对流传递系数Ω T 划分为污染物的去除和再入组分,发现污染物在x方向上的重新夹带率从26.3%增加到43.3%,这表明背景污染物对污染物的影响街道峡谷的空气质量。

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