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Research on wind barrier of canyon bridge-tunnel junction based on wind characteristics

机译:基于风特征的峡谷桥隧道结的风障研究

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Due to the acceleration effect of the wind by the special geographical location of the canyon bridge-tunnel junction, the traffic safety and stability of this section are difficult to be guaranteed, resulting in frequent traffic accidents. In order to ensure the safety and comfort of vehicles driving on this section, the numerical simulation method based on CFD is adopted to establish the numerical model of the canyon bridge-tunnel junction. The acceleration of the incoming wind speed in the bridge-tunnel junction with a guardrail that is 0.8 m high is analyzed from different canyon spacings, wind directions and heights from the bridge deck. Based on the characteristics of wind field above the bridge deck, two kinds of gradient wind barriers—trapezoidal and stepped—are proposed, and their wind reduction effects and turbulence intensity changes are analyzed. Then the aerodynamic performances of running vehicle are compared. The results show that the stepped wind barrier with 50% porosity and rectangular section railings has the best wind reduction effects, and can noticeably improve the comfort of driving. The aerodynamic coefficients of vehicle are lower with stepped wind barrier.
机译:由于风的加速度通过峡谷桥隧道交界处的特殊地理位置,难以保证这一部分的交通安全和稳定性,导致频繁的交通事故。为了确保在该部分驱动的车辆的安全性和舒适性,采用了基于CFD的数值模拟方法来建立峡谷桥隧道交界处的数值模型。从桥甲板的不同峡谷间距,风向和高度分析桥隧道交界处的进入风速的加速度。基于桥式甲板上方的风电场的特点,提出了两种梯度风屏障梯形和阶梯状,及其风降低效应和湍流强度变化。然后比较运行车辆的空气动力学性能。结果表明,具有50%孔隙率和矩形截面栏杆的阶梯式风屏障具有最佳的风减速效果,并且可以显着提高驾驶的舒适性。车辆的空气动力学系数较低,具有阶梯式风障。

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