Numerical Study of Smoke Distribution in Inclined Tunnel Fire Ventilation Modes Considering Traffic Conditions

Author:

Tung Po-Wei12ORCID,Chung Hung-Chieh13ORCID,Kawabata Nobuyoshi4,Seike Miho5ORCID,Hasegawa Masato6,Chien Shen-Wen7ORCID,Shen Tzu-Sheng7

Affiliation:

1. Division of Mechanical Science and Engineering, Graduate School of Natural Science and Technology, Kanazawa University, Kakumamachi, Kanazawa 9201164, Ishikawa, Japan

2. 5th District HQs, Kaohsiung City Fire Bureau, Kaohsiung City 82150, Taiwan

3. Fire Prevention Division, Kaohsiung City Fire Bureau, Kaohsiung City 80670, Taiwan

4. Faculty of Production Systems Engineering and Sciences, Komatsu University, Nu 1-3, Shicho-machi, Komatsu 9238511, Ishikawa, Japan

5. Graduate School of Advanced Science and Engineering, Transdisciplinary Science and Engineering Program, Hiroshima University, 1-5-1 Kagamiyama, Higashi-Hiroshima 7398529, Hiroshima, Japan

6. Department of Mechanical Engineering, National Institute of Technology, Ishikawa College, Kitachujo, Tsubata 9290392, Ishikawa, Japan

7. Department of Fire Science, Central Police University, Taoyuan City 33304, Taiwan

Abstract

Japan and Europe have adopted significantly different ventilation modes with regard to traffic conditions (with or without congestion). This study focuses on the smoke behavior of different ventilation modes by conducting a 3D CFD analysis of smoke distribution and CO concentration variation and then comparing these modes based on two groups (relatively low target velocity: 0 and 1 m/s; relatively high target velocity: 2 and 3 m/s). The considered fire size is 30 MW for four longitudinal gradients (0, 2, 4, and 6%). In the simulation results, velocities of both 0 and 1 m/s reveal good performance in maintaining the stratification of smoke and ensuring the safety of the environment in 10 min in the occurrence of traffic jams. However, in 15 min, the smoke conditions change. Thus, it is difficult to distinguish which ventilation mode (0 and 1 m/s) shows relatively better performance during traffic congestion. When traffic is uncongested, the comparison of Um = 2 and 3 m/s reveals that a target velocity of Um = 2 m/s (lower than critical velocity) can also prevent the risk of smoke on the upstream side because no descending phenomenon is observed. Moreover, Um = 2 m/s causes the relatively slow propagation of descending smoke, increasing the possibility of evacuation once a second traffic incident occurs on the downstream side of the fire source.

Funder

Ministry of Education, Culture, Sports, Science and Technology, Japan in Aid for Scientific Research

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference59 articles.

1. Huang, T. (2021). Safety Assessment of Longitudinal Ventilation System and Point Extraction Ventilation System in Road Tunnel Fire. [Ph.D. Thesis, Graduate School of Natural Science & Technology Kanazawa University]. Available online: http://hdl.handle.net/2297/0062850.

2. Comparison of Fire Safety Evaluation between Longitudinal Ventilation System and Concentrated Smoke Exhaust System for Road Tunnels;Huang;J. Jpn. Soc. Civ. Eng. Ser. F2,2021

3. Yamada, M. (2015). Transition of Japanese Road Tunnel Ventilation System and Future Issues. [Ph.D. Thesis, Graduate School of Natural Science & Technology, Kanazawa University]. Available online: http://hdl.handle.net/2297/42269.

4. Kohl, B., Senekowitsch, O., Nakahori, I., Sakaguchi, T., and Vardy, A.E. (2017, January 13). Risk Assessment of Fire Emergency Ventilation Modes during Traffic Congestion in Unidirectional Tunnels with Longitudinal Ventilation. Proceedings of the 17th ISAVFT, BHR group, Lyon, France.

5. World Road Association (PIARC) (2011). Road Tunnels: Operational Strategies for Emergency Ventilation (No. 2011R02), PIARC.

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