EXPERIMENTAL STUDY ON THE EFFECT OF CROSS-SECTIONAL AREA RATIO BETWEEN TUNNEL AND SHAFT ON PLUG-HOLING PHENOMENA IN SHALLOW UNDERGROUND TUNNELS

K. H. Sung, H. Ryou
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Abstract

Urban railways have been widely constructed due to high economic and operational efficiency compared with other traffic systems. In the other hands, urban railways on the grounds cause severe traffic congestion as well as noise and vibrations. In addition, fire accidents in underground tunnels causes many causalities due to suffocation. To solve the drawbacks around world, many researches in various fields have been conducted to utilize underground spaces, e.g., shallow underground tunnels. Natural ventilation systems (NVS) have been widely used for exhausting smoke flows in shallow underground tunnels due to convenience in installation, maintenance and low cost. When the plugholing phenomena occurs in NVS, the actual smoke ventilation rate becomes smaller than the design value due to fresh air inflows below smoke layer. The phenomena correlate relative intensity ratio between horizontal flow and vertical flow immediately below the shaft. Therefore, tunnel geometrics can affect the plug-holing occurrence even fire size is equivalent. In this study, we experimentally investigated the effect of area ratio on the plug-holing phenomena in shallow underground tunnels. The area ratio is defined as the cross-sectional area ratio of shaft to tunnel. To change the area ratio, the only shaft size was changed in the same model tunnel in 1/20 reduced scale. Experiments were carried out for four area ratios (AR) of 0.054, 0.071, 0.09 and 0.11. Also, fire size was fixed to 11.49 kW. As the results, the plug-holing occurred in case of AR = 0.071, 0.09 and 0.11. As the area ratio increases, vertical flow through the shaft becomes relatively stronger than the ceiling jet flow in tunnel due to an increase in the exhaust rate of smoke, it causes that the fresh air below the smoke layer can be entrained into the shaft directly. Consequently, the potential for the occurrence of plug-holing increases as the area ratio increases.
浅埋地下隧道坑道与竖井截面积比对塞孔现象影响的试验研究
与其他交通系统相比,城市轨道交通具有较高的经济效益和运营效率,因此得到了广泛的建设。另一方面,地面上的城市铁路造成了严重的交通拥堵以及噪音和振动。此外,在地下隧道火灾事故中,由于窒息造成许多人员伤亡。为了解决这一问题,世界各国在各个领域开展了许多利用地下空间的研究,例如浅埋地下隧道。自然通风系统因其安装、维护方便、成本低等优点,在浅埋地下隧道排烟中得到了广泛的应用。当NVS出现堵塞现象时,由于新风从烟层下方流入,实际排烟量小于设计值。这些现象与竖井下方水平流动和垂直流动的相对强度比有关。因此,即使火灾规模相等,隧道几何形状也会影响孔塞的发生。在本研究中,我们实验研究了面积比对浅埋地下隧道中塞孔现象的影响。面积比定义为竖井与巷道的横截面积比。为了改变面积比,在同一模型隧道中,只改变1/20缩小比例的竖井尺寸。在面积比分别为0.054、0.071、0.09和0.11的条件下进行试验。此外,火灾规模被固定为11.49千瓦。结果表明,当AR = 0.071、0.09和0.11时,均发生了孔塞现象。随着面积比的增大,由于排烟率的增加,通过竖井的垂直气流相对强于隧道内的顶棚射流,使得烟层以下的新鲜空气可以直接带入竖井内。因此,随着面积比的增加,发生塞孔的可能性也会增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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