A modified critical velocity for road tunnel fire smoke management with dedicated smoke extraction configuration

Yunlong Liu, Sean Cassady
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引用次数: 6

Abstract

Life safety is one of the objectives of fire engineering design for road tunnels. Fire engineering design requires maintaining a tenable condition for a period of time to allow occupants to evacuate to safety. This will be achieved by controlling the smoke under credible design fire scenarios in a tunnel. The critical location in a tunnel fire emergency condition is the tunnel region upstream of the fire, where occupants are most likely to reside as traffic jam can usually be created by the fire incident. Tenability for the downstream region of fire is not the main focus of this research because vehicles can generally drive out of the tunnel at a higher speed than that of the smoke flow, and local damper smoke extraction can help keep a tenable condition in the downstream region beyond the local fire zone, in case there is a congestion in the downstream region of the fire.

To maintain a tenable condition in the upstream tunnel region from the fire incident, the required minimum longitudinal flow velocity to prevent smoke backlayering can be calculated based on NFPA 502 recommendations. This critical velocity takes no credit of the smoke extraction or active overhead fixed fire suppression effects.

Smoke extraction with a dedicated smoke duct along the entire length of the tunnel is gaining popularity because of its efficiency and robustness in providing a tenable environment in the tunnel with unknown upstream and downstream traffic conditions. In this paper, a modified critical velocity to control smoke back-layering while smoke extraction and fire suppression systems are operating has been analyzed. This modified critical velocity is approximately 20% lower than the critical velocity that is recommended in NFPA 502. This allows significant savings on ventilation capacity for road tunnels which have a local smoke exhaust capability using a dedicated smoke duct.

It is concluded that the smoke extraction performance is similar whether using ceiling dampers or vertical wall-mounted dampers for smoke capture to maintain tunnel tenability. However, tunnel gradients play a major role on the modified critical velocity for a nominated design fire and the required smoke extraction rate.

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一种改进的具有专用排烟配置的道路隧道火灾烟雾管理临界速度
生命安全是道路隧道消防工程设计的目标之一。消防工程设计要求在一段时间内保持一个站得住脚的状态,以便居住者疏散到安全的地方。这将通过在可信的设计火灾场景下控制隧道中的烟雾来实现。隧道火灾紧急情况的关键位置是火灾上游的隧道区域,由于火灾事故通常会造成交通堵塞,因此最容易造成人员居住。火灾下游区域的可持续性并不是本研究的重点,因为车辆一般可以以比烟流更快的速度驶出隧道,而局部阻尼器排烟可以帮助在局部火区以外的下游区域保持可持续性,以防火灾下游区域出现拥堵。为了使上游隧道区域在火灾发生后保持可维持的状态,可以根据NFPA 502建议计算防止烟雾反层所需的最小纵向流速。这个临界速度不需要烟雾提取或主动头顶固定灭火效果的功劳。沿隧道全程设置专用排烟管的排烟方案,由于其高效和鲁棒性,能够在未知上下游交通情况下为隧道提供一个适宜的环境,因此越来越受到人们的欢迎。本文分析了在抽烟灭火系统运行时控制烟气反分层的修正临界速度。这个修正的临界速度比NFPA 502中推荐的临界速度大约低20%。这可以大大节省通风能力的道路隧道,有一个专门的排烟管道的局部排烟能力。综上所述,采用吊顶阻尼器和垂直壁挂式阻尼器进行吸烟以保持隧道的可持续性,其吸烟性能是相似的。然而,隧道梯度对指定设计火灾的修正临界速度和所需的排烟率起主要作用。
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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