Large-Scale Tunnel Fire Tests and the use of CFD modelling to predict Thermal Behaviour _Gabriele_Vigne_151009

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    Experimental Research - Large-Scale TunnelFire Tests and the use of CFD Modelling to

    predict Thermal Behavior

    Gabriele Vigne16 October 2009

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Presentation

    Introduction

    The Tests

    The Models

    Results and Future Works

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Introduction

    -Arup Fire in Madrid forms part of a European constructionTechnology Platform (ECTP)

    - Test series were conducted in La Ribera del Folgoso (Spain) in a

    50m cross section tunnel during March 2009

    - Similar tests were conducted in 2008 and the results have been

    considered when realizing these tests

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    The Tests

    Five tests were conducted in the tunnel,

    each one with the same configuration and

    external conditions in order to quantify the

    uncertainty of the experimentalmeasurements.

    Fire Size: 5-6 MW

    Duration: 8 minutes

    Ventilation :

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    Geometry

    - Cross Section Area of 50m

    - 100m Length

    - Concrete surface

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    The Fire

    A metal containers designed to achieve a

    Fire Power of 5-6MW

    Dimension: 2.0m x 1.00m

    The container was filled with a thin layer of

    water and a layer of Heptane

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    1.0000

    6.5005.5000

    4.00

    1.5000

    2.0002.5000

    3.5000

    2.50

    2.50

    1.0000

    1.0000

    4.00

    2.0000

    1.0000

    2.0000

    2.0000

    5.0000

    2.0000

    2.0000

    2.0000

    2.0000

    2.0000

    2.0000

    5.0000

    8.0000

    Instrumentation

    Thermocouples were placed at ceiling height along the tunnel, every

    2m from the fire and through the fire plume

    Four couple of plate thermometers were placed 4m from the fire at a

    height of 2.5m and 3.5m.

    Two velocimeters were positioned 5m from the fire to ensure that lowvelocities were maintained at the start of each test.

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Models Setup

    3 simple Models were run, each one with a different grid resolution

    40

    20

    10

    D*/x

    9

    5

    3

    Totalnumber of

    meshes

    0.10.05FDS 3

    0.20.1FDS 2

    X0.20.2FDS 1

    Recommendedvalue

    Resolutionof the other

    meshes (m)

    Resolutionof the Fire

    mesh (m)

    Modelname

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

    Assuming a 5.5MW fire => D*=2.0

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    The Model

    -Software used: FDS 5.3.1

    - HRR: from test data

    - Reaction: heptane

    - Walls: concrete, thermally thick

    - THCPs modelled as thermocouples

    - Velocity: none

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Results

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

    -Temperature

    Above the fire plume FDS has a tendency to heavily over predict the temperatures, once outside the

    plume the temperatures are closer to the measured temperatures.

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    Results

    -Temperature

    It is difficult to capture the correct temperature above the plume due to the continuous fluctuation of

    the flame.

    For this reason it is very difficult to draw valid conclusions about the temperature of the thermocouple

    placed above the fire.

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Results

    Heat Release Rate

    HRR from mass loss measurements was close towhat expected from empirical pool-fire calculations

    The fuel was burning consistently for 5 minutes

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Results

    The combination of the experimental uncertainty associated with both the model input

    parameters and the measured model outputs served as a benchmark for evaluation of the

    models

    A range of 10% was obtained as result of the experiments.

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Results

    Measured vs. predicted gas temperature, 2m from the fire

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Results

    Measured vs. predicted gas temperature, 4m from the fire

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Results

    Measured vs. predicted gas temperature, 6m from the fire

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Results

    Measured vs. predicted gas temperature, 8m from the fire

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Plate Thermometers

    Due to the quantity of Heptane available during the tests and the wish

    to perform as many tests as possible, the time allowed to the pool fire

    to burn consistently was limited to about 5 minutes. Because of the

    thermal inertia of the plate thermometers, the duration of the fire didnot permitted the plate thermometers to reach steady state conditions

    during the tests as can be seen in the graph below.

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Conclusions

    -FDS has shown a good performance in predicting the temperature magnitudeinside the tunnel

    -The evaluation showed the importance of using a correct grid resolution to

    get reliable results. This is very important it should be assured that a proper

    grid resolution always is to be used.

    - To be able to fully investigate and analyse the heat flux behaviour it isnecessary with longer burning times.

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Further Works

    The duration of the fire was enough to reach steady state condition for the

    normal thermocouples whilst it was not possible for the plate

    thermometers

    The FDS model was deliberately built in a simple way as it would have

    been created by an average user; further adjustments to the FDS model

    could lead to better results

    Additional tests will be performed in order to investigate the heat flux

    behaviour around the fire.

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Acknowledgement

    -Fundacin Santa Barbara

    - NIST, VTT

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009

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    Gabriele Vigne16 October 2008

    Thanks

    Fire Protection and Life Safety in Buildings and Transportation Systems , Santander 16 October 2009