Smoke movement in tilted tunnel fires with longitudinal ventilation

2015 ◽  
Vol 75 ◽  
pp. 14-22 ◽  
Author(s):  
W.K. Chow ◽  
Y. Gao ◽  
J.H. Zhao ◽  
J.F. Dang ◽  
C.L. Chow ◽  
...  
2019 ◽  
Vol 44 (1) ◽  
pp. 65-75 ◽  
Author(s):  
Guanfeng Yan ◽  
Mingnian Wang ◽  
Li Yu ◽  
Yuan Tian ◽  
Xiaohan Guo

2019 ◽  
Vol 145 ◽  
pp. 106006 ◽  
Author(s):  
Jie Ji ◽  
Zhiyong Wang ◽  
Long Ding ◽  
Longxing Yu ◽  
Zihe Gao ◽  
...  

2017 ◽  
Vol 53 (6) ◽  
pp. 1985-2006 ◽  
Author(s):  
Kai Zhu ◽  
Long Shi ◽  
Yongzheng Yao ◽  
Shaogang Zhang ◽  
Hui Yang ◽  
...  

2020 ◽  
Vol 12 (5) ◽  
pp. 1817
Author(s):  
Lihua Zhai ◽  
Zhongxing Nong ◽  
Guanhong He ◽  
Baochao Xie ◽  
Zhisheng Xu ◽  
...  

Many pollutants are generated during tunnel fires, such as smoke and toxic gases. How to control the smoke generated by tunnel fires was focused on in this paper. A series of experiments were carried out in a 1:10 model tunnel with dimensions of 6.0 m × 1.0 m × 0.7 m. The purpose was to investigate the smoke layer thickness and the heat exhaust coefficient of the tunnel mechanical smoke exhaust mode under longitudinal wind. Ethanol was employed as fuel, and the heat release rates were set to be 10.6 kW, 18.6 kW, and 31.9 kW. The exhaust velocity was 0.32–3.16 m/s, and the longitudinal velocity was 0–0.47 m/s. The temperature profile in the tunnel was measured, and the buoyant flow stratification regime was visualized by a laser sheet. The results showed that the longitudinal ventilation leads to a secondary stratification of the smoke flow. In the ceiling extract tunnel under longitudinal ventilation, considering the research results of the smoke layer height and the heat exhaust coefficient, a better scheme for fire-producing pollutants was that an exhaust velocity of 1.26–2.21 m/s (corresponding to the actual velocity of 4.0–7.0 m/s) should be used. The longitudinal velocity should be 0.16–0.32 m/s (corresponding to the actual velocity of 0.5–1.0 m/s).


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