Investigation of Re-independence of turbulent flow and pollutant dispersion in urban street canyon using numerical wind tunnel (NWT) models

被引:53
作者
Cui, Peng-Yi [1 ]
Li, Zhuo [1 ]
Tao, Wen-Quan [1 ,2 ]
机构
[1] Tongji Univ, Coll Environm Sci & Engn, State Key Lab Pollut Control & Resources Reuse, Shanghai, Peoples R China
[2] Xi An Jiao Tong Univ, Sch Energy & Power Engn, Key Lab Thermofluid Sci & Engn MOE, Xian 710049, Peoples R China
基金
美国国家科学基金会;
关键词
Critical Reynolds number; Ratio of relative change (RRC); Reynolds number independence; Turbulence model; Urban street canyon; Wind tunnel; CFD SIMULATION; PLUME DISPERSION; AIR-FLOW; FIELD; ENVIRONMENT; VENTILATION; ARRAY;
D O I
10.1016/j.ijheatmasstransfer.2014.07.096
中图分类号
O414.1 [热力学];
学科分类号
摘要
This paper numerically and experimentally studied the Reynolds number independence (Re-independence) of turbulent flow and pollutant dispersion in urban areas. The concept of numerical wind tunnel (NWT) is proposed and validated by prototype wind-tunnel experimental measurements. A new physical quantity: the ratio of relative change, RRC, is proposed to investigate the Re-independence quantitatively. For the given street canyon, numerically predicted variations of RRC vs. building Reynolds number (Re-H) from three k-epsilon turbulence models agree well with each other, and the variation trend shows that there exist two flow regimes in the range of Re-H studied: flow in low Re-H region is strongly affected by Re-H, while that in higher Re-H region is weakly affected by Re-H, giving a strong support to the concept of Re-independence of turbulent flow. A criterion of RRC less than 5% is suggested to determine the value of the critical Reynolds number. For the street canyon studied, such determined critical building Reynolds number (Re-H,Re-crit) is 3.3 x 10(4). Examinations of dimensionless velocity contours, local velocity vectors, and concentration contours demonstrate the feasibility of the suggested critical Reynolds number. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:176 / 188
页数:13
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