斯洛伐克R2高速公路区域气流的空气动力学研究

IF 0.6 Q4 ENGINEERING, CIVIL
O. Hubová, M. Macák, Alžbeta Grmanová
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引用次数: 0

摘要

摘要我们的风效应计算是基于规划的R2高速公路的具体风况。鉴于地形和主要风向,有必要分析可能导致带拖车的车辆被推离道路的风速,正如近年来观察到的那样。使用ANSYS FLUENT程序中的CFD模拟,我们分析了计划中的R2高速公路的整个路段,以评估卡车拖车重心水平的风速。基于时间平均法(即RANS Reynolds Averaged Navier-Stokes方程)的湍流统计模型和平衡方程的时间平均程序适用于解决工程任务。在数值模拟中,使用了可实现的k-ε模型,其中使用两个输运方程求解Boussinsque假设方程中湍流动态粘度的计算。绘制和比较重要风向的风速,使我们能够在危险区域使用防护墙进行防护设计。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Aerodynamic Study of the Wind Flow in the Area of the R2 Expressway in Slovakia
Abstract Our calculation of wind effects was based on the specific wind situation of the planned R2 expressway. Given the topography and the prevailing wind directions, it was necessary to analyse the speeds for winds that could cause vehicles with trailers to be pushed off the roadway, as has been observed in recent years. Using a CFD simulation in the ANSYS FLUENT program, we analysed the entire section of the planned R2 expressway in order to evaluate the wind speeds at the level of the centre of gravity of truck trailers. Statistical turbulence models based on a time-averaging method, i.e., the RANS-Reynolds Averaged Navier-Stokes equations, of turbulent flow quantities and the time-averaging procedure of balance equations are suitable for solving the engineering tasks. In numerical simulations, the Realizable k - ε model was used in which the calculation of the turbulent dynamic viscosity in the equation for Boussinesque’s hypothesis was solved using two transport equations. Plotting and comparing the wind speeds for significant wind directions allowed us to design protection in the dangerous areas using protective walls.
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