复杂山区桥址区地形模型的边界过渡段线型
Line Shape of Boundary Transition Section of Terrain Model at Bridge Sites in Complex Mountainous Areas
张明金 1颜庭辕 1胡博 2陈红宇 1李永乐1
作者信息
- 1. 西南交通大学土木工程学院,四川 成都 610031
- 2. 中交第一公路勘察设计研究院有限公司,陕西 西安 710075
- 折叠
摘要
复杂山区桥址区地形模型过渡段曲线直接影响到风洞试验或数值模拟结果的精确性,为探究桥址区地形模型边界过渡段所采用线型的合理形式,基于设置过渡段的 2种思路,提出构造过渡段线型的基本原则;采用数值模拟方式对比研究 3类典型过渡段线型在均匀来流流经时沿程气流分离特性、平均风速剖面、风攻角剖面及湍流动能沿程分布;分析过渡段斜率变化对流场的影响规律.研究结果表明:平方正弦曲线在气流分离特性终同位置最大剪应力差为 3.77×10-3 Pa,风特性过渡性能上同高度最大风速差 0.09 m/s,最大湍流动能差 1.46×10-3 J,均优于其他线型,为桥址区地形模型过渡段线型选取提供了重要参考.
Abstract
The curve of the transition section of the terrain model at bridge sites in complex mountainous areas directly affects the accuracy of the wind tunnel experiment or numerical simulation results.To study the ideal form of line shape used in the boundary transition section of the terrain model at the bridge site,the principle of constructing line shape of the transition section was put forward based on the two ideas of setting up the transition section.The numerical simulation method was used to compare the three types of typical line shapes of the transition section in terms of the flow separation characteristics,mean wind speed profiles,wind attack angle profiles,and distribution of turbulent kinetic energy along the route under the uniform flow.The influence law of the slope change of the transition section on the flow field was also explored.The results show that the sine-squared curve exhibits superior characteristics compared with other line shapes,with a maximum shear stress difference of 3.77×10-3 Pa at the same location in terms of flow separation characteristics,a maximum wind speed difference of 0.09 m/s in terms of transitional performance of wind,and a maximum turbulent kinetic energy difference of 1.46×10-3 J.These findings provide important insights for selecting the line shape of the transition section of the terrain model at bridge sites.
关键词
复杂山区/地形模型/过渡段/风场特性/数值模拟Key words
complex mountainous areas/terrain model/transition section/wind field characteristics/numerical simulation引用本文复制引用
出版年
2024
国家科技期刊平台
NSTL
万方数据