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Numerical simulation of fire smoke in extra-long river-crossing subway tunnels

机译:特长跨江地铁隧道火灾烟气数值模拟

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With the gradually increasing number of river-crossing tunnels in recent years, the risk of tunnel fires continues to rise. Therefore, the fire-smoke control effects of different tunnel structures and ventilation and smoke exhaust systems should be studied. The Fire Dynamics Simulator was used to simulate fires in segments with different slopes in Nanjing Metro Line 10 by considering single-hole single-track and single-hole double-track structures. Moreover, variations in temperature, CO concentration, visibility, and the settling height of the smoke layer were analyzed in detail. The results show that, in terms of temperature, CO concentration, and visibility in the -28 parts per thousand, +8.9 parts per thousand, +28 parts per thousand tunnels, the single-hole double-track tunnel structure has certain advantages. However, in the -7.5 parts per thousand tunnel, the single-hole single-track tunnel slightly presents lower risks than the single hole two-track structure, whereas the settling height of the smoke layer is higher. In general, the fire risk closely associated with the gradients, and results show that the hazard for the section with positive gradient (+ 8.9 parts per thousand, +28 parts per thousand) after a fire were lower than those for the section with negative gradient (-28 parts per thousand, -7.5 parts per thousand). Simultaneously, the fire risk is related to the location of the fire due to different serious consequences under different fire scenarios. Comparatively, the damage caused by fire in section -7.5 parts per thousand tunnel is the greatest. In terms of the tunnel's own structure and internal facilities, the single-hole double-track tunnel contains an evacuation platform, fireproof doors, and other emergency facilities, so it is a safer choice from the viewpoint of personnel evacuation. In short, combining related parameters after the fire revealed that the single-hole double track structure is more suitable in the actual design and application processes.
机译:近年来,随着跨河隧道数量的逐渐增加,隧道起火的风险不断增加。因此,应研究不同隧道结构,通风和排烟系统的烟气控制效果。通过使用火力动力学模拟器,通过考虑单孔单轨和单孔双轨结构来模拟南京地铁10号线不同坡度的路段火灾。此外,详细分析了温度,CO浓度,可见度和烟层沉降高度的变化。结果表明,就温度,CO浓度和-28千分之几,+ 8.9千分之几,+ 28千分之几的可见度而言,单孔双线隧道结构具有一定优势。但是,在-7.5千分率的隧道中,单孔单轨隧道的风险要比单孔双轨结构低,而烟层的沉降高度则更高。通常,火灾风险与梯度密切相关,结果表明,火灾后具有正梯度的部分(+ 8.9千分之一,+28部分/千分)的危险性低于具有负梯度的部分(-28千分之一,-7.5千分之一)。同时,由于在不同火灾情况下的不同严重后果,火灾风险与火灾的位置有关。相比之下,每千个隧道-7.5个部分中的火灾造成的破坏最大。就隧道本身的结构和内部设施而言,单孔双线隧道包含疏散平台,防火门和其他应急设施,因此从人员疏散的角度来看,这是一个较安全的选择。简而言之,结合火灾后的相关参数表明,单孔双轨结构更适合实际设计和应用过程。

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