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首页> 外文期刊>Atmospheric environment >Numerical investigation of airflow patterns and pollutant dispersions induced by a fleet of vehicles inside road tunnels using dynamic mesh part Ⅰ: Traffic wind evaluation
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Numerical investigation of airflow patterns and pollutant dispersions induced by a fleet of vehicles inside road tunnels using dynamic mesh part Ⅰ: Traffic wind evaluation

机译:基于动态网格的数值模拟车道隧道内车队引起的气流模式和污染物扩散Ⅰ:交通风评

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The transient piston effect induced by a fleet of vehicles that passes through a tunnel can dominate pollutant dispersion, human exposure, and tunnel ventilation. This study employed the realizable k-epsilon model together with the dynamic mesh technique to analyze the characteristics of the transient traffic piston effect inside a tunnel. A tunnel model with a length of 450 m and a 450-m extension from the outlet in the driveway direction was developed, which contained 36 gasoline-powered cars located in nine rows with four vehicles per row. The unsteady three-dimensional model was validated by comparing the simulation results with the field-measurement data of a real tunnel. The simulation results show that traffic wind was significant, and is sufficient for diluting the pollution inside the tunnel if the vehicle speed is over 20 km/h. The peak-to-valley ratio of traffic-wind velocity below 60 km/h in three specific planes (Z = 0.5 m, Z = 1.5 m, and the tunnel outlet) was in the range of 1.47-1.77, which was slower than the 40-km/h (2.00-2.36) and 20-km/h (2.45-3.09) cases. Ventilation fans should be added to ensure fresh air supply as well as human health and safety when the vehicle speed is not faster than 40 km/h. A drag coefficient of 0.1-0.3 should be used to increase the accuracy of the pressure analysis if a fleet of vehicles moves inside the tunnel at a speed of not less than 40 km/h.
机译:一群通过隧道的车辆所引起的瞬态活塞效应可以主导污染物扩散,人体暴露和隧道通风。本研究采用可实现的k-ε模型和动态网格技术来分析隧道内瞬态交通活塞效应的特征。开发了一种隧道模型,该隧道模型的长度为450 m,从出风口沿车道方向延伸450 m,其中包含36辆汽油驱动的汽车,这些汽车分9排,每排4辆。通过将仿真结果与真实隧道的现场测量数据进行比较,验证了非稳态三维模型。仿真结果表明,当车速超过20 km / h时,交通风很明显,足以稀释隧道内的污染。在三个特定平面(Z = 0.5 m,Z = 1.5 m和隧道出口)下,风速低于60 km / h的峰谷比在1.47-1.77范围内,比40 km / h(2.00-2.36)和20 km / h(2.45-3.09)的情况。当车速不超过40 km / h时,应增加通风风扇以确保新鲜空气的供应以及人类健康和安全。如果车队在隧道内以不低于40 km / h的速度行驶,则应使用0.1-0.3的阻力系数来提高压力分析的准确性。

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