A Different Approach to Vent Flow Calculations in Fire Compartments using the Critical Flow Condition

Author:

Guigay Georges1,Eliásson Jónas2,Karlsson Björn2,Horvat Andrej3,Sinai Yehuda4

Affiliation:

1. Department of Civil and Environmental Engineering, University of Iceland, Hjadrarhagi 6, 107 Reykjavík, Iceland,

2. Department of Civil and Environmental Engineering, University of Iceland, Hjardarhagi 6, 107 Reykjavík, Iceland

3. Intelligent Fluid Solutions Ltd., 127 Crookston Road, London, SE9 1YF, UK

4. HeatAndFlow Consultancy Ltd., 3 Berry Lane, Blewbury, Oxfordshire OX11 9QJ, UK

Abstract

In enclosure fires, density-driven vent flow through an opening to the fire compartment is directly dependent on the state of the fire and the evacuation of smoke and hot gases. If a fire is strongly under-ventilated, there may be heavy production of flammable gases. If a sudden opening occurs, e.g., a window breaks or a fireman opens a door to the fire compartment, fresh air enters the compartment and mixes with hot gases, thus creating a flammable mixture that might ignite and create a backdraft. In this article, we consider the critical flow approach to solve the classical hydraulic equations of density-driven flows in order to determine the gravity controlled inflow in a shipping container full of hot unburnt gases. One-third of the container’s height is covered by the horizontal opening. For the initial condition, i.e., just before opening the hatch, zero velocity is prescribed everywhere. When the hatch is opened, the incoming air flows down to the container floor and the hot gas flows out. The interface in between them (the neutral plane) can move up like a free surface in internal flows, making it possible to use the techniques of open channel hydraulics devised by Pedersen [1]. In this article the critical flow condition, known from classical hydraulics, is used providing a new equation for the vent flow problem. Two flow correction coefficients are considered at the opening, taking into account the uneven distribution of velocity (α) and the effect of mixing and entrainment (C). The value of these coefficients is evaluated using computational fluid dynamics simulations and physical model results performed for the same geometry. Together, these two coefficients form the flow correction coefficient used in practical formulas for vent flow in fire protection engineering. These are known to have a little different values for different geometries and flow situations. The resulting flow coefficient varies slowly with the density difference, shows a small variation with geometry and compares well with previously published data.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference22 articles.

1. Environmental Hydraulics: Stratified Flows

2. Enclosure Fires, Gravity Waves, and the Backdraft Problem

3. Guigay, G. ( 1998). A CFD and Experimental Investigation of Under-ventilated Compartment Fires, PhD Thesis, Department of Civil and Environmental Engineering, University of Iceland. Available at: http://www.skemman.is//handle/1946/3439

4. Kawagoe, K. ( 1958). Fire Behaviour in Rooms, Report No. 27, pp. 1-72, Building Research Institute, Japan.

5. Fire Induced Gas Flow in an Enclosure

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