[1]苏延文,曾永平,徐昕宇,等.高速铁路路堤大风测站合理布置研究[J].高速铁路技术,2018,9(02):9-13.[doi:10.12098/j.issn.1674-8247.2018.02.003]
　SU Yanwen,ZENG Yongping,XU Xinyu,et al.Study on Rational Location of Wind Anemometer on High Speed Railway Embankment[J].HIGH SPEED RAILWAY TECHNOLOGY,2018,9(02):9-13.[doi:10.12098/j.issn.1674-8247.2018.02.003]
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高速铁路路堤大风测站合理布置研究()
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《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
9卷
期数:
2018年02期
页码:
9-13
栏目:
出版日期:
2018-03-15

文章信息/Info

Title:
Study on Rational Location of Wind Anemometer on High Speed Railway Embankment
文章编号:
1674—8247(2018)02—0009—05
作者:
苏延文;  曾永平;  徐昕宇;  励吾千
中铁二院工程集团有限责任公司, 成都 610031
Author(s):
SU Yanwen;  ZENG Yongping;  XU Xinyu;  LI Wuqian
China Railway Eryuan Engineering Group Co., Ltd., Chengdu 610031, China
关键词:
高速铁路|路堤|风速仪|合理布置|计算流体力学
Keywords:
high speed railway|embankment|wind anemometer|rational location|computational fluid dynamics
分类号:
U270.11
DOI:
10.12098/j.issn.1674-8247.2018.02.003
文献标志码:
A
摘要:
为了探究高速铁路路堤周围大风监测站横向与高度方向合理的布置位置，针对典型双线路堤结构形式，采用流体计算软件FLUENT建立路堤无车与路堤有车两类分析模型，分别对四种不同坡度形式的路堤线路周围的流场分布进行数值模拟。研究结果表明：路堤无车时，背风侧的风环境优于迎风侧，大风监测站横向布置建议安装在迎风侧距路堤中心线4~7 m处，高度方向布置在距轨面1~3 m范围内；路堤有车模型中风速沿路堤的横向与高度的二维分布与无车模型呈现相同规律；列车的不同气动力随路堤坡度、风向角的变化趋势各不相同。
Abstract:
In order to investigate rational location of wind anemometer in lateral and altitude-direction on high speed railway embankment, for typical double embankment structures, the fluid calculation software was adopted to establish two kinds of analysis model, including embankment structures with vehicle and without vehicle, the flow field distribution of embankment with four different slope forms was numerically simulated respectively. The research results show that when there is no vehicle on the embankment, wind environment of leeward side is better than that of the windward side, the transverse location of wind anemometer is recommended to install at 4~7 m away from the center line of embankment on the windward side, and the height direction is located at 1~3 m away from the rail surface. The wind speed two-dimensional distribution along the lateral and height of the embankment shows the similar law for both models with vehicle and without vehicle. The different aerodynamic forces of the train vary with the slope of embankment and the wind direction.

备注/Memo

备注/Memo:
作者简介：苏延文（1985-），男，博士，工程师。基金项目：国家自然科学基金高铁联合基金项目（U1334201）引文格式：苏延文, 曾永平, 徐昕宇, 等. 高速铁路路堤大风测站合理布置研究[J]. 高速铁路技术,2018,9(2):9-13.SU Yanwen, ZENG Yongping, XU Xinyu, et al. Study on Rational Location of Wind Anemometer on High Speed Railway Embankment[J]. High Speed Railway Technology, 2018, 9(2):9-13.
更新日期/Last Update: 2018-04-28