Development and validation of a computational fluid dynamics modelling methodology for isolated and urban street canyon configurations using wind tunnel measurements

M. Vasudevan, Bidroha Basu, F. Pilla, A. McNabola
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Abstract

Precise prediction of air quality in a street canyon under diverse conditions could be established through the comprehensive validation of velocity of wind profiles and the concentration distribu- tion of pollutants. In this study, a two-step approach was developed using Computational Fluid Dynamics simulations. The first step involved the validation of wind velocity profiles obtained using wind tunnel experimental measurements of an isolated street canyon discussed in ref. [1], while the second step focused on the validation of dispersion of pollutants from wind tunnel measurements discussed in ref. [2] conducted on isolated and urban street canyons. The wind velocity profiles obtained at five distinct vertical planes between the leeward and windward walls in the wind tunnel study [1] were validated by simulating the 2D cross-section of the entire wind tunnel domain with high accuracies; R 2 values of 0.931–0.986 were obtained across the canyon depth. The concentration distribution of the pollutant in the wind tunnel study [2] were validated for a range of velocities (0.5, 1, 2 and 4 m/s) using both 2D and 3D models. A verification of the Reynolds independent nature of the flow was performed by comparing the wind tunnel and street scale models and suitability of employing K- ε turbulence model with Enhanced Wall Treatment and K- ε Low Reynolds Number Model for the wind tunnel scale, and Standard Wall Functions for the street scale were observed. A 2D simulation of urban street canyon flow representing the whole wind tunnel cross-section in the flow direction was also studied to observe repetitive flow nature and thereby a potential to employ fully developed flow conditions for the same. The urban street canyon flow is established through the means of fully developed periodic flow profiles, which inherently restricts the additional mass sources in the flow domain. The emission scenario in the fully developed flow was captured by means of flow profile mapping at the upwind edge of the leeward building. To estimate the minimum number of downwind canyons required to keep up the fully developed flow profile at the target street canyon, a parameterization of the same was per- formed. Finally, the validation of the concentration profiles was obtained with parameterization of the Schmidt number, and an optimal Schmidt number was obtained in the case of using Realizable K- ε turbulence model. The developed and validated methodology provides a robust and efficient means of modelling air pollution dispersion in the isolated and urban street canyons for future research investigations.
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利用风洞测量开发和验证孤立和城市街道峡谷配置的计算流体动力学建模方法
通过对风速廓线和污染物浓度分布的综合验证,可以对街道峡谷不同条件下的空气质量进行精确预测。在本研究中,利用计算流体动力学模拟开发了一种两步方法。第一步涉及验证使用参考文献[1]中讨论的孤立街道峡谷的风洞实验测量获得的风速剖面,而第二步侧重于验证参考文献[2]中讨论的对孤立和城市街道峡谷进行的风洞测量产生的污染物扩散。通过对整个风洞区域二维截面的高精度模拟,验证了风洞研究[1]在背风壁和迎风壁之间的5个不同垂直平面上得到的风速廓线;跨峡谷深度的r2值为0.931 ~ 0.986。利用二维和三维模型验证了风洞研究[2]中污染物的浓度分布在速度范围(0.5、1、2和4 m/s)。通过比较风洞和街道尺度模型,验证了流动的雷诺数无关性,验证了采用增强壁面处理的K- ε湍流模型和K- ε低雷诺数模型在风洞尺度上的适用性,并观察了标准壁面函数在街道尺度上的适用性。本文还研究了代表整个风洞方向截面的城市街道峡谷流的二维模拟,以观察重复流动的性质,从而有可能采用充分发展的流动条件。城市街道峡谷流是通过充分发育的周期流剖面建立起来的,它内在地限制了流域中附加质量源的存在。通过在下风建筑的逆风边缘进行流动剖面映射,捕获了充分发展的流动中的排放情景。为了估计在目标街道峡谷保持充分发展的流动剖面所需的最小顺风峡谷数量,形成了相同的参数化。最后,通过参数化施密特数对浓度分布进行了验证,并在采用Realizable K- ε湍流模型的情况下得到了最优施密特数。开发和验证的方法为未来的研究调查提供了一种强大而有效的模拟空气污染在孤立和城市街道峡谷中的扩散的方法。
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来源期刊
CiteScore
1.10
自引率
0.00%
发文量
24
审稿时长
33 weeks
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