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路堤工程风吹雪灾害分析

nalysis on Snow Drifting Disaster of Embankment Project

中文摘要英文摘要

道路风吹雪灾害是寒冷地区重要的灾害类型,对路基工程风吹雪灾害的研究具有重要的理论意义与现实意义。本文采用了通用计算流体力学软件FLUENT模拟路堤工程流场结构,结合一定风速下风速减速区与雪害高发区相对应的思想,分析了路堤高度、边坡比及入射风速的变化对路堤风速场的改变,进一步确定风速减速区。结果表明,风速模拟值与实际观测值基本吻合,当路堤高度小于12m,采用较高路堤高度、较小边坡比和有较大背景风速条件时可有效减轻路面风吹雪灾害。研究结果可为路堤工程设计提供科学依据。

Snow drifting is a main type of disaster in the cold environment, so research on the snow drifting of the subgrade has very important academic and practical significance. In this study, the embankment wind velocity structure is simulated by the method of FLUENT, and according to the theory which the snow drifting often occurs at the wind velocity slowdown area, the wind velocity field of embankment is analyzed in different conditions of subgrade height, slope ratio and background wind velocity. Further more, the slowdown area is confirmed. The numerical values approximately coincide with the field observed results. Higher embankment (not higher than 12 meters), smaller slope ratio and bigger background wind velocity can abate effectively the road surface snow drifting. This conclusion can offer scientific reference for embankment project design.

张海峰、梁收运、尹亚雄、王向阳

灾害、灾害防治公路运输工程

路堤工程风吹雪灾害FLUENT

Embankment ProjectSnow Ddrifting DisasterFLUENT

张海峰,梁收运,尹亚雄,王向阳.路堤工程风吹雪灾害分析[EB/OL].(2009-03-19)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/200903-716.点此复制

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