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Experiment and Numerical Simulation on Natural Ventilation for Transportation Tunnel with Shafts Under Traffic Jam

机译:交通拥挤带竖井运输隧道自然通风试验与数值模拟

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Based on the current researches on the natural ventilated urban transportation tunnel with shafts, fluid flowing characteristics under traffic jam were analyzed and problems were pointed out. According to similarity laws, a small-scale model tunnel was set up including vehicle heat sources. Air velocities were tested out functioned only by thermal pressure. A three-dimensional unsteady flow numerical model was chosen. Temperature and velocity field were simulated with Fluent software. Its velocities of three identical positions were verified by that of experiments. Further sensitivity analyses including vehicle speed, shaft number, and buried section length show that under traffic jam, thermal pressure is a main factor which influences its inside flow field while not traffic wind pressure; air velocities are non-uniform inside a buried section, and the flow field of its midst is influenced little by shaft number for it being far away from adjacent shafts; increasing length of a buried section contributes to its increased air velocities.
机译:在目前对带竖井的自然通风城市交通隧道研究的基础上,分析了交通拥堵下的流体流动特性,指出了存在的问题。根据相似性法则,建立了包括汽车热源在内的小规模模型隧道。仅通过热压测试了空气速度。选择了三维非定常流动数值模型。用Fluent软件模拟了温度和速度场。实验验证了它在三个相同位置的速度。进一步的敏感性分析包括车速,轴数和掩埋截面长度表明,在交通拥堵的情况下,热压力是影响其内部流场而不影响交通风压的主要因素。埋藏区内部的风速不均匀,其中部的流场由于远离相邻井筒而不受井筒号的影响。埋入部分长度的增加有助于其空气速度的增加。

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