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On the Critical Air Velocity for Fire Smoke Control in a Curved Tunnel
(1 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031; 2 State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024)
Abstract Using the construction of double-spiral tunnels as an example, this paper discusses the critical air velocity and the smoke-flow law in a curved tunnel with a diameter of 600 m determined by numerical calculations. The results given by the numerical calculations agree well with those given by a fire test in the Memorial tunnel: the critical air velocity for fire smoke control is 2.5 m/s for a fire of 10 MW in the curved tunnel; smoke backflow occurs, and the backflow length and thickness increase significantly, when the ventilation velocity decreases; the deflection angle of the flame and the maximum temperature of the vault increase with an increase of the ventilation velocity; and at the downstream of a fire, the smoke around the fire source forms an asymmetric distribution and is followed by an obviously layered smoke.
Abstract：
Using the construction of double-spiral tunnels as an example, this paper discusses the critical air velocity and the smoke-flow law in a curved tunnel with a diameter of 600 m determined by numerical calculations. The results given by the numerical calculations agree well with those given by a fire test in the Memorial tunnel: the critical air velocity for fire smoke control is 2.5 m/s for a fire of 10 MW in the curved tunnel; smoke backflow occurs, and the backflow length and thickness increase significantly, when the ventilation velocity decreases; the deflection angle of the flame and the maximum temperature of the vault increase with an increase of the ventilation velocity; and at the downstream of a fire, the smoke around the fire source forms an asymmetric distribution and is followed by an obviously layered smoke.
2015, Vol. 52 