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平行导洞压入式通风对特长隧道污染物分布的影响

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为探究横通道开启方式对平行导洞压入式通风的特长隧道内污染物分布规律的影响,研究了不同横通道开启方式下的隧道内纵向风速、风压损失及污染物分布规律。所建立的隧道模型包含17个横通道,其中5个为车行横通道,12个为人行横通道,横通道均匀布置。考虑了 5种不同的车行横通道开启方式进行研究。结果表明,在平导压入式通风时,主隧道内的纵向风速呈分段式分布,隧道中心风速最小,越靠近隧道出口的风速越大。当对称开启偶数个横通道时,由于风压平衡,隧道中心两个横通道之间的纵向风速几乎为0,无法有效稀释CO;当对称开启奇数个横通道时,隧道内风速为从隧道中心往两侧洞口方向,当平导通风风量足够大时,可将隧道内CO体积比稀释到符合规范的要求。此外,当对称开启奇数个横通道时,在相同的平导通风量下,横通道开启个数较多反而不利于降低隧道中心区域的CO体积比。所研究隧道模型中对称开启3个横通道的临界通风量最小,临界通风风量为631 m3/s,与根据规范计算得到的所需通风量相差不大。因此,在进行此类隧道通风设计时,可参考规范进行通风量的计算。研究结果可为此类隧道的通风设计提供参考。
Effect of different open methods of cross-passage on the distribution of pollutants in a long tunnel ventilated by flat guides
To explore the influence of the opening mode of the cross-passage on the distribution law of pollutants in the long tunnel with the compression ventilation of the parallel guide tunnel,this paper studied the longitudinal wind speed,wind pressure loss,and the distribution law of pollutants in the tunnel under different opening modes of the cross-passage.The established tunnel model consists of 17 cross-passages,of which 5 are cross-passages for vehicles,and 12 are cross-passages for pedestrians.The cross-passages are evenly arranged.In this paper,five different ways of opening the cross-passage are considered.The results show that the longitudinal wind speed in the main tunnel is distributed in a segmented way when the horizontal guide is compressed into the ventilation system.The wind speed in the center of the tunnel is minimum,and the wind speed is greater when it is closer to the tunnel exit.When an even number of cross-passages are symmetrically opened,the longitudinal wind speed between the two cross-passages in the center of the tunnel is almost zero due to the balance of wind pressure,and the CO volume ratio cannot be diluted effectively.When an odd number of cross-passages are symmetrically opened,the wind speed in the tunnel is from the center of the tunnel to the openings on both sides.When the air volume of the horizontal ventilation is large enough,the volume ratio of CO in the tunnel can meet the requirements.In addition,when an odd number of cross-passages are symmetrically opened under the same horizontal ventilation volume,a large number of cross-passages are not conducive to diluting the CO volume ratio in the central area of the tunnel.In the tunnel model of this study,the critical ventilation volume of the three cross-passages opened symmetrically is the minimum,and the critical ventilation volume is 631 m3/s,which is not much different from the required ventilation volume calculated according to the code.Therefore,in the ventilation design of such tunnels,the ventilation volume can be calculated according to the code.The results of this study can provide a reference for the ventilation design of such tunnels.

safety and hygiene engineering technologyparallel pilot tunnelstunnel ventilationpollutants

刘红森、王方超、陈长坤、焦伟冰

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黄河勘测规划设计研究院有限公司,郑州 450003

中南大学防灾科学与安全技术研究所,长沙 410075

安全卫生工程技术 平行导洞 隧道通风 污染物

黄河勘察规划设计研究院有限公司科研项目

2021KY027

2024

安全与环境学报
北京理工大学 中国环境科学学会 中国职业安全健康协会

安全与环境学报

CSTPCD北大核心
影响因子:0.943
ISSN:1009-6094
年,卷(期):2024.24(3)
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