中国民航大学学报 ›› 2023, Vol. 41 ›› Issue (1): 47-52.

• 民用航空 • 上一篇    下一篇

G7 高速公路下涝坝互通路基风吹雪研究

叶尔木拉提·木哈得尔   

  1. (中国铁建股份有限公司新疆京新高速公路有限公司,乌鲁木齐 830092)
  • 收稿日期:2022-03-16 修回日期:2022-10-10 出版日期:2023-10-29 发布日期:2023-10-29
  • 作者简介:叶尔木拉提·木哈得尔(1990—),男,新疆伊犁人,高级工程师,硕士,研究方向为公路工程设计、运营管理等
  • 基金资助:
    中国铁建股份有限公司科技研究开发计划资助项目(2018-C54);中国铁建投资集团有限公司京新高速科技研发项目(2018)

Study on the snowdrift of Xialaoba interchange subgrade of G7 expressway

MUHADEER Yeermulati   

  1. (CRCC Xinjiang Jing Xin Expressway Co., ltd., Urumqi 830092, China)
  • Received:2022-03-16 Revised:2022-10-10 Online:2023-10-29 Published:2023-10-29

摘要: 为了解高速公路互通立交路段路基的风吹雪特征并为后期挡雪设施提供理论依据,通过风场监测、现场积雪调查和数值模拟等方法,对新建京新高速公路(G7)巴里坤至木垒下涝坝段互通路基的风速风向及积雪分布特征进行了研究。风场监测结果表明,该路段风向不稳定,优势风向为西北风;数值模拟结果表明,互通路段相邻两匝道路基高差和间距影响下风侧路基的风速和积雪分布,当路基间距和高差分别为10m、2m和50m、7m时,下风侧路基风速相比主线路基分别下降了约35%和53%,路面积雪分别增加了14.0%和18.5%。积雪调查显示匝道积雪规律与数值模拟结果相符,应视下风侧匝道积雪情况在互通外侧合理布设防雪设施

关键词: 高速公路, 互通路基, 风吹雪, 风速风向, 积雪分布

Abstract: In order to understand the snowdrift characteristics on the subgrade of expressway interchange sections and provide a theoretical basis for future snow fence setting, wind information and snow distribution characteristics of Xialaoba interchange subgrade, which is a section of newly built Jingxin expressway (G7) from Barkol to Mori, were analyzed using wind field monitoring, on-site snow investigation and numerical simulation methods. The wind field monitoring system showed that the wind direction of Xiahaoba interchange area was unstable and the dominant wind direction in this area was northwest wind. Numerical simulation results showed that the height and distance difference between the adjacent two ramps of the subgrade in the interchange section affected the wind speed and snow distribution on downwind subgrade. Under two conditions of 10 m distance and 2 m height difference or 50 m distance and 7 m height difference between adjacent two ramps, the wind velocity of downwind subgrade has decreased about 35% and 53% respectively, while the snow on subgrade increased 14.0% and 18.5%. Accumulated snow survey showed that the snow cover law on the ramp was consistent with the numerical simulation results. Snow prevention facilities should be reasonably arranged outside the interchange according to the snow on the downwind ramp.

Key words: expressway, interchange subgrade, snowdrift, wind speed and direction, snow distribution

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