ABSTRACT

Particulate matter (PM) poses a serious hazard to the health of dwellers. In order to investigate the relationship between PM concentration and its influencing factors, a quadrature experiment based on multi-factor sensitivity analysis was designed. The source strength of PM was estimated, and a discrete phase model was developed. The continuity, momentum, turbulence, and component transport equations were addressed to assess PM concentration at the height of 1.5 m above the ground level. The Reynolds stress model combined with the discrete phase model was used to calculate the PM trajectory in the air flow field. The results indicated that (1) PM concentration is the lowest under free flow, followed by slightly congested flow, moderately congested flow, and severely congested flow. PM2.5 concentration on the leeward side under four traffic flow statuses is 3.73, 4.74, 5.68, and 7.00 ug/m3, respectively. In the same way, variation exists on the windward side of PM2.5 and PM10 concentration. (2) PM concentration will be a significant drop if taxis and cars are reduced by 50% and passengers are transferred to buses. And it will be the lowest if the passengers are transferred to electric vehicles. PM pollution caused by automobile exhaust will be less and less with the increasing use of electric vehicles and buses. (3) Within the range of observed vehicle speed, PM concentration is the highest under the speed of 35–40 km/h, followed by 40–45 km/h and 45–50 km/h. The increase in vehicle speed will bring a drop in the PM2.5 concentration.

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Go to CICTP 2020
CICTP 2020
Pages: 4624 - 4643

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Published online: Aug 12, 2020

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Xiaoxia Wang, Ph.D. [email protected]
1School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, PR China. Email: [email protected]
Chao Zou, Ph.D. [email protected]
2School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, PR China. Email: [email protected]
Qinkang Huang [email protected]
3School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, PR China. Email: [email protected]
Jianfeng Lu, Ph.D. [email protected]
4School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, PR China. Email: [email protected]
Yuanyuan Liu, Ph.D. [email protected]
5School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, PR China. Email: [email protected]
Jiahong Zhao, Ph.D. [email protected]
6School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, PR China. Email: [email protected]

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