کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
311773 534136 2015 9 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Numerical study of the effect of blockage on critical velocity and backlayering length in longitudinally ventilated tunnel fires
ترجمه فارسی عنوان
بررسی عددی اثر انسداد در سرعت های بحرانی و طول پشتی در آتش سوزی های تونلی با طول عمر
کلمات کلیدی
آتش تونل، تهویه طولی، سرعت بحرانی، پشتوانه انسداد خودرو
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• Critical velocity and backlayering are two key criteria for tunnel fire safety.
• Enrich information on these two criteria makes to improve the tunnel safety design.
• Effect of vehicle obstruction on these two parameters is the aim of this work.
• Effect of vehicle obstruction location relative to tunnel floor will be analyzed.

In a tunnel fire, one of the protective strategies of users and vehicles which are blocked upstream of fire is provided by longitudinal ventilation systems which serve to limit the rise of smoke flow (backlayering). The presence of these vehicles creates an obstruction which affects the plume fire behavior and the smoke movement. The longitudinal ventilation velocity from which the backlayering disappears, usually designated by “critical ventilation velocity”, is a key parameter to ensure proper evacuation of users and emergency intervention. This study performs numerical simulation using Fire Dynamic Simulator (FDS) to estimate the effect of an obstacle blockage according to its location relative to the tunnel floor on the backlayering flow behavior and the critical velocity. An obstacle occupying about 31% of the tunnel cross section is placed symmetrically upstream of fires by changing its location relative to the tunnel floor. The validity of the FDS Numerical results is firstly demonstrated through a comparison, in terms of critical velocity, with experimental results available for public in the literature. Results which are based on CFD modeling show that the effect of obstacle blockage brings about a decrease of the critical velocity compared than to those obtained with an empty tunnel. This decrease depends on the obstacle location relative to tunnel floor. It is slightly greater when the distance between the bottom of obstacle and the tunnel floor increases. Further, when the obstacle exists in tunnel, the backlayering length become much smaller compared to those predicted in an empty tunnel.

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ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Tunnelling and Underground Space Technology - Volume 48, April 2015, Pages 147–155
نویسندگان
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