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ISSN 1006-9895

CN 11-1768/O4

西藏东南部高海拔山区典型道路断面风吹雪灾害模拟研究
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作者单位:

1.中国气象局公共气象服务中心;2.石家庄铁道大学

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基金项目:

国家自然科学基金


Study on the Simulation of Blowing Snow Events for Typical Road Sections over the Southeastern Tibet Plateau
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Affiliation:

Xiamen Key Laboratory of Straits Meteorology,Xiamen Meteorological Bureau

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    摘要:

    本研究针对藏东南高海拔山区道路面临的风吹雪灾害防治需求,基于典型道路断面形态特征,采用现场勘察与计算流体力学模拟相结合的方法,系统探讨了地形坡度与边坡开挖角度对积雪分布的影响机理。在Eulerian-Eulerian多相流模拟框架下,构建了风雪两相流数值模型,并综合考虑风速流场、壁面摩擦速度及积雪轮廓线等参数,对不同地形条件下的积雪分布规律进行了深入分析。研究结果表明:地形坡度的变化显著改变了流场结构特性,当坡度大于15°时,迎风坡顶区域易发生流动分离,形成背风涡旋区,雪粒主要在该区域沉积;随着坡度逐渐减小,涡旋区逐步向坡脚迁移,并在15°临界坡度时消失。坡面积雪范围呈现非线性递减趋势,其中45°、30°和21.8°坡度对应的积雪范围分别约为坡长的7/8、3/4及1/2。此外,道路边坡的人工开挖引起几何突变,导致坡脚流场畸变,从而促使积雪向上风侧坡脚迁移,并显著提升积雪高度,其主要影响范围约为开挖区域后侧10m,且该范围内积雪量随开挖角度增大而减小。研究可为高寒山区道路工程抗风雪设计提供定量化的理论依据。

    Abstract:

    This study addresses the prevention and control requirements for windblown snow hazards on high-altitude roads in the southeastern Tibetan region. Based on the morphological characteristics of typical road cross-sections, an integrated approach combining field surveys and computational fluid dynamics simulations was employed to systematically investigate the mechanisms by which terrain slope and embankment excavation angle affect snow accumulation distribution. Within the framework of an Eulerian–Eulerian multiphase flow model, a numerical model for wind–snow two-phase flow was established. By comprehensively analyzing parameters such as wind velocity field, wall friction velocity, and snow contour lines, the distribution patterns of snow accumulation under various terrain conditions were examined in depth. The results indicate that variations in terrain slope significantly alter the structure of the flow field. When the slope exceeds 15°, flow separation is prone to occur at the windward crest, resulting in the formation of a leeward vortex region where snow particles predominantly accumulate; as the slope gradually decreases, the vortex region migrates toward the slope foot and eventually disappears at a critical slope of 15°. Furthermore, the extent of snow accumulation on the slope exhibits a nonlinear decreasing trend, with slopes of 45°, 30°, and 21.8° corresponding to snow coverage of approximately 7/8, 3/4, and 1/2 of the slope length, respectively. In addition, artificial excavation of the road embankment induces a geometric discontinuity that distorts the flow field at the slope foot, thereby causing snow to migrate toward the windward slope foot and significantly elevating the snow height. The primary affected area is approximately 10?m behind the excavation zone, and within this region the amount of accumulated snow decreases with increasing excavation angle. These findings provide a quantitative theoretical basis for the wind–snow resistant design of road engineering in high-altitude cold mountainous regions.

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历史
  • 收稿日期:2025-03-21
  • 最后修改日期:2025-05-31
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  • 在线发布日期: 2025-09-10
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