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An analysis of tunnel fire characteristics under the effects of vehicular blockage and tunnel inclination

机译:车辆堵塞和隧道倾角影响下的隧道火灾特征分析

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It is known that the blockage and inclination conditions of tunnels are among the important factors affecting fire safety considerations, as these factors could change the characteristics of possible fire incidents as well as smoke movement in tunnels. In the present work, we analyze the variations of the tunnel fire burning rate, heat release rate and smoke backlayering as being functions of these two factors. Ethanol pools were used as fire sources in a reduced scale tunnel model with longitudinal ventilation ranging between 0 and 1.5 m/s. The blockage ratio of the tunnel, which was defined as the ratio of the cross-sectional area of the blockage to that of the tunnel, was tested under three cases: 0% (i.e., no blockage), 14% and 56% blockage. The latter two blockage ratios respectively correspond to that of a typical small vehicle and a railroad carrier. The tunnel inclination grade was varied between -6% and +3% to represent uphill and downhill slopes. Numerical simulations were also performed using Fire Dynamics Simulator (FDS) to rationalize some of the experimental results. Measurements and predictions indicated that the blockage affects the burning rate of tunnel a fire due to changes in the air entrainment at wake flow, local ventilation over the fire and flame dragging. Increasing the ftre-blockage separation distance had an adverse effect on the burning rates. The temperature results emphasized the effect of blockages on tunnel ceiling temperatures, which increased as high as 300% compared to that of the no blockage case. The results indicated the major effects of the tunnel sloping grade on the fire heat load as well as the tunnel ceiling temperature. The critical ventilation velocity was achieved in the range of 0.75-1.25 m/s for the limiting cases of -6% and +3% tunnel inclination, for which a fit was proposed as a function of inclination grade. Finally, a statistical model based on an analysis of variance approach was applied on the obtained results, which demonstrated that among the factors contributing to the fire heat release rate variations in this study, the ventilation velocity accounted for 45% of the variation, followed by tunnel blockage at 25%, and inclination at 19%.
机译:众所周知,隧道的堵塞和倾斜条件是影响消防安全考虑的重要因素之一,因为这些因素可能会改变可能发生的火灾以及隧道内烟雾运动的特性。在目前的工作中,我们分析了隧道火灾燃烧率,放热率和烟气背层的变化,这是这两个因素的作用。在缩小规模的隧道模型中,乙醇池被用作火源,其纵向通风范围为0至1.5 m / s。在三种情况下测试了隧道的阻塞率,即阻塞率与隧道截面积之比:0%(即无阻塞),14%和56%阻塞。后两个阻塞率分别对应于典型的小型车辆和铁路运输车辆的阻塞率。隧道的倾斜度在-6%和+ 3%之间变化,以表示上坡和下坡。还使用火灾动力学模拟器(FDS)进行了数值模拟,以使一些实验结果合理化。测量和预测表明,由于尾流处夹带空气的变化,火上的局部通风以及火焰的拖曳,堵塞会影响隧道着火的燃烧率。增大三脚架分隔距离对燃烧速度有不利影响。温度结果强调了堵塞对隧道顶棚温度的影响,与无堵塞情况相比,该温度升高了300%。结果表明,隧道坡度对火灾热负荷以及隧道顶棚温度有重要影响。对于-6%和+ 3%隧道倾角的极限情况,临界通风速度在0.75-1.25 m / s的范围内实现,为此提出了根据倾角等级进行拟合的方法。最后,对获得的结果应用基于方差分析方法的统计模型,该模型表明,在影响这项研究的火灾放热率变化的因素中,通风速度占变化的45%,其次是隧道堵塞为25%,倾斜度为19%。

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