4.7 Article

The impacts of viaduct settings and street aspect ratios on personal intake fraction in three-dimensional urban-like geometries

期刊

BUILDING AND ENVIRONMENT
卷 143, 期 -, 页码 138-162

出版社

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.buildenv.2018.07.001

关键词

Street aspect ratio; Viaduct setting; Noise barrier; Numerical simulation; Personal intake fraction (IF_P); Particle dispersion

资金

  1. National Key R&D Program of China [2016YFC0202206, 2016YFC0202205]
  2. National Natural Science Foundation of China [51478486, 51811530017]
  3. National Natural Science Foundation Outstanding Youth Foundation [41622502]
  4. Science and Technology Program of Guangzhou, China [201607010066, 2014B020216003]
  5. STINT [CH2017-7271]

向作者/读者索取更多资源

High vehicular pollutants exposure to residents in near-road buildings raises special concerns in micro-scale urban science, as it causes severe health problems for those residents. This paper integrates a new parameter, i.e. personal intake fraction (IF p), into computational fluid dynamics (CFD) simulations to investigate the flow and the resulted personal exposure of two-phase pollutants (CO and particular matters) in three-dimensional (3D) urban-like models. The impacts of street aspect ratios (building height/street width H/W = 0.5-1.5), viaduct settings, noise barriers and pollutant source locations were considered. 3D downward helical flows exist in the secondary streets perpendicular to the parallel approaching wind, which produces lateral pollutant transport across the interface between the main street and secondary streets. Therefore, the overall average IF p (< IF_p >) of CO (similar to 0.23-0.59 ppm) in our current 3D urban models (H/ W = 1) is much smaller than that in two-dimensional (2D) street canyon (similar to 3.25-5.21 ppm) models. Although narrower 2D street canyons usually present greater < IF_p > , our current 3D urban models do not show this monotone decreasing trend due to the complicated flow structures. of fine particles are always smaller than that of CO. Furthermore, if a single pollutant source is placed on the viaduct, become much smaller than that in cases with a single ground-level source. If the source location changes to the upstream secondary street, < IF_p > significantly decreases due to stronger local wind. Finally, < IF_p > of leeward-side cases usually exceeds that of windward-side cases by several times, but with viaduct settings, this leeward-to-windward ratio significantly decreases.

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