Train-induced aerodynamic characteristics of vertical sound barriers influenced by several factors
Xiaowei Qiu, Xiaozhen Li, Jing Zheng, Ming Wang
Train-induced aerodynamic characteristics of vertical sound barriers influenced by several factors
Investigations into the aerodynamic properties of vertical sound barriers exposed to high-speed operations employ computational fluid dynamics. The primary focus of this research is to evaluate the influence of train speed and the distance (D) from the track centerline under various operating conditions. The findings elucidate a marked elevation in the aerodynamic effect amplitude on sound barriers as train speeds increase. In single-train passages, the aerodynamic effect amplitude manifests a direct relationship with the square of the train speed. When two trains pass each other, the aerodynamic amplitude intensifies due to an additional aerodynamic increment on the sound barrier. This increment exhibits an approximate quadratic correlation with the retrograde train speed. Notably, the impact of high-speed trains on sound barrier aerodynamics surpasses that of low-speed trains, and this discrepancy amplifies with larger speed differentials between trains. Moreover, the train-induced aerodynamic effect diminishes significantly with greater distance (D), with occurrences of pressure coefficient (C P) exceeding the standard thresholds during dual-train passages. This study culminates in the formulation of universal equations for quantifying the influence of train speed and distance (D) on sound barrier aerodynamic characteristics across various operational scenarios.
Aerodynamic characteristic / Sound barrier / Two trains passing each other / Distance from track centerline / CFD simulation
[1.] |
|
[2.] |
|
[3.] |
|
[4.] |
|
[5.] |
|
[6.] |
|
[7.] |
|
[8.] |
NPC Standing Committee (2022) Law of the People’s Republic of China on the prevention and control of noise pollution (in Chinese)
|
[9.] |
|
[10.] |
|
[11.] |
|
[12.] |
|
[13.] |
|
[14.] |
|
[15.] |
|
[16.] |
|
[17.] |
|
[18.] |
|
[19.] |
|
[20.] |
|
[21.] |
|
[22.] |
|
[23.] |
|
[24.] |
|
[25.] |
|
[26.] |
|
[27.] |
|
[28.] |
|
[29.] |
|
[30.] |
|
[31.] |
|
[32.] |
|
[33.] |
|
[34.] |
State Railway Administration (2014) Code for design of high speed railway. TB 1062-2014 (in Chinese)
|
[35.] |
CEN (2013) Railway applications—aerodynamics—part 4: requirements and test procedure for aerodynamics on open track, EN 14067-4
|
[36.] |
CEN (2003) Eurocode 1: actions on structures—part 2: traffic loads on bridges, EN 1991-2
|
[37.] |
UIC (2015) Effect of the slipstream of passing trains on structures adjacent to the track, UIC 779-1
|
[38.] |
Deutsche Bahn AG (2010) Ril 804.5501A05—Lärmschutzwände dynamische analyse für Druck-Sog-Einwirkung
|
[39.] |
China’s State Council Information Office (2020) Sustainable development of transportation in China. http://english.scio.gov.cn/whitepapers/2020-12/22/content_77040131_7.htm. Accessed 5 July 2023
|
[40.] |
|
[41.] |
|
[42.] |
|
[43.] |
|
[44.] |
|
[45.] |
|
[46.] |
|
[47.] |
Horie A, Sugiyama T (1986) Field test of train draft on Tohoku Shinkansen. Technical report A-86, Railway technical research pre-report
|
/
〈 | 〉 |