Journal of Hazardous Materials, 25 (1990) 121-147 Elsevier Science Publishers B.V., Amsterdam
A COMPUTER
SIMULATION
121
OF A DERAILMENT
ACCIDENT:
Part I - Model Basis
A. M. Birk’ R. J. Anderson’ A. J. Coppens 1. 2.
Department of Mechanical Engineering Queen’s University, Kingston, Ontario, Canada W.R. Davis Engineering, Ottawa, Ontario, Canada
ABSTRACT A prototype
computer
program
some of the consequences from a number liquid spills, dangerous
of models
commodities,
explosion
and train consist post-processor present
technical
fire impingement
blast over-pressure
mechanics,
flammable
on tank cars carrying
and thermal
Most of these sub-models
is made up
radiation,
have previously
and been
and are available in the open literature.
The overall program
The
accident. The program
which account for train derailment
fire effects on remote targets,
heavy plume and puff dispersion. developed
has been developed which is capable of simulating
of a train derailment
consists
of a pre-processor
data, a simulation which presents
the results
paper briefly describes
basis of the simulation
for inputting
module containing
the surroundings
the various
of the simulation
models
data
and a
in graphical form.
the overall organization
of the program
and the
models.
INTRODUCTION In recent years there have been many studies consequences
of train derailment
are those that could potentially liquids
accidents.
of hazardous
resulted
in the development
of models
activities
The consequences
or vapours,
and some resulted
in computer
fires,
and explosions.
for predicting models.
remained
as stand alone tools and many require
estimated
from accident statistics
0 -
to estimate
Many of these
these
1990 Elsevier Science Publishers B.V.
studies
the effects of these models
detailed input which must
or just guessed.
interest
such as accidental
quantitatively
However,
the
of particular
cause harm to people or property
releases
0304-3894/90/$03.50
performed
usually be
have
The objective of the present for simulating simulate
study was to develop a prototype
the consequences
what happens
of train derailment
in a derailment
leaves the track to when the last tank car empties The program was to be based on current taking place in such an accident. demonstration The study
version
consequences integrated
of the most significant
into a single
The simulation
models
was to
its relief valve or explodes.
of modelling
the various
processes
of the program was to be a
program.
and techniques
accident related phenomena
of new models as required.
data input and results program
The first version
program
from the time when the first car
through
methods
The
program
and as such was to be limited in its capabilities.
involved a search for current
the development
accidents.
accident starting
computer
These
various
Pre-and post-processors
models
for estimating
the
and in some cases were then
were then developed for
presentation.
program
is presently
running
is called DERACS on an IBM/AT
order of one half hour, depending
for Derailment compatible
Accident
Simulation.
machine with run times
on the number of vehicles
The in the
and the consequences
involved. This
program
program
is the prototype
which is somewhat
limited in scope. At present
can handle up to forty cars in a train, and of these,
cars carrying
propane, chlorine
or hexane. These
they include a toxic gas, a flammable environment.
Future
versions
commodities
gas and a flammable
of DERACS
were chosen
1
Example
because
liquid when released
into the
will be expanded to include more cars and
additional commodities_
Figure
the
up to eight can be tank
of Map Generated using
DERACS
Pre-Processor
123
The intended team training techniques,
applications
of the program
and risk analysis. it is possible
Because
that the simulation
and used as one input for response possible
after considerable
PROGRAM
post-processor.
The
response
tool
and validation.
consists
of the pre-processor,
pre-processor
the simulation
software,
is used to create the surroundings
in which the
of the train at the time
will also allow the user to bypass
and input the locations
and the
of the derailed vehicles
the derailment along with
of punctures.
The pre-processor mouse
response analysis
latter application would only be
additional development
The pre-processor
simulation
descriptions
is a user friendly
to draw a map including
different
could be used as an on-site
tactics. This
is to take place and also reads in the initial conditions
of the derailment. mechanics
is based on current
ORGANIZATION
The overall program derailment
include accident reconstruction,
the simulation
sizes,
single
elevation contour
routine that allows the user with the aid of a
such things
as: rivers
or double railway tracks,
and lakes, forests,
buildings,
property
roads of
boundaries,
and
lines. The total map area is IOkm by 1Okm and the user can input
part or all of this area when creating the map. Figure created using the pre-processor
and Figure
1 presents
an example
2 is a key to the symbols
of a map
appearing
on the
map. In addition, the pre-processor information
Figure
2
for the simulation,
DERACS
has the function
including
of reading in all the other necessary
environmental
Key Page for Map Symbols
conditions,
such as wind speed
124 and direction,
ambient
temperature
such as car type, commodity, Depending derailment
on the options
and atmospheric
pressure,
initial_fill and temperature, selected,
point and the car number,
data
etc.
the pre-processor truck number
and train consist
will read in the location
and axle number
of the
of the car which
initiates the derailment. The train speed desired
and direction
is also read in during the pre-processor
the user has the option of overriding
portion of the overall simulation. placement
and orientation
what kind of ruptures
fashion.
it presents
of vehicles
and presents
of the simulation. simulation the accident
part of the DERACS
and
is one of the most important
to the user in a easily understandable
is used to read files that contain the results of the
this information
in graphical the
or text form to the user at the end
user can page through the
and look at various instants in time during the simulation
gives a plan view of the surroundings
after the derailment
to see how
spills, gaseous
releases,
fires, thermal
a typical image of an accident
Post-Processor
and shows placement
and the various events that are taking ruptures,
any instant in time and print out a snapshot
Figure 3
which cars are ruptured
progressed.
The post-processor the vehicles
software
By using the post-processor,
process
simulation
the user must specify the final
after the derailment,
the results of the simulation
The post-processor
sjmulation
mechanics
If
have occurred.
The post-processor because
the derailment
If this option is chosen,
session.
scene as shown
Image
explosions,
of the derailment
etc. The user can select scene.
Figure 3 presents
using the post-processor_
of Derailment
Scene
of
place such as
In this figure
at One Instant in Time
125 we have zoomed
in close to the accident location and we see the derailed cars, the
location of a spill and the beginnings The simulation consequences
starting
safely or BLEVE contains
of a heavy gas plume.
module of DERACS
carries
out the time integration
from the time of the derailment
(boiling liquid expanding
all the sub-models
to when the last car empties
vapour explosion).
that are used to simulate
of the accident
The simulation
the various
processes
module taking
place during the accident.
BASIC
ASSUMPTIONS
To carry out the simulation the consequence
resulting
propane is ruptured
a number
1) Catastrophic
Instantaneous persion
3)
Continuous
release
release
Other consequences rupture,
were necessary
For example,
and the size,
can happen, including: with resulting
explosive
of the propane gas with possible are possible.
The
it was necessary
However,
to assume
propane car case, it is assumed
and fire ball. In the event of a finite puncture results
significant The
assumptions
DERACS
therefore
version
relationships.
it is assumed
1 presents
For
would result
Eventual of DERACS
ignition more
of the most
of DERACS.
by the simulation
noted in Table
are limited to those
1,
noted.
BACKGROUND
used to simulate
the various
consider
module of DERACS
processes
the following
contains
i)
derailment
mechanics
ii)
derailment
impact induced rupture
iii)
liquid and vapour release
iv)
flammable
liquid spill growth
all the sub-models
taking place during the accident. The
processes: of tank cars
in
that a
a summary
was developed around assumptions shown
at the time of for the development
of containment
fn future versions
used in the present
As stated earlier the simulation sub-models
at present. Table
simulation
simple
of a cloud of propane.
will be considered.
the consequences
TECHNICAL
a total loss
in the dispersion
the propane cloud is not considered scenarios
dis-
that occur are a
the lading properties
an explosion
sophisticated
of the contents
ignition at some time.
exact consequences
including
shape and location of the rupture.
of DERACS,
release
release
in the form of a toxic heavy gas puff with subsequent
the ruptured continuous
with regard to
when a tank car carrying
ignition at some time.
of many variables
of this first version
of assumptions
ignition to form a fire ball.
and possible
complex function
of things
failure of the vessel
and subsequent 2)
a number
from some actions.
of
126 4
plume and puff dispersion of heavy gases
vi)
liquid pool fires and effects on surroundings
vii)
fire impingement on tanks and thermal ruptures
viii)
blast and thermal effects of explosions/BLEW3
Table 1 briefly describes the technical basis for the main sub-models.
More
complete technical descriptions can be found in Reference [l]. Action
Commodity
Consequence
DERACS Output
derailment
all
possible impact punctures of tank cars
punctured tanks identified
puncture/ rupture
chlorine
toxic release
plume extent
propane
toxic release
plume extent
hexane
flammable spill
spill diameter
chlorine
toxic release
puff eMent
propane
explosion/BLEVE
blast and thermal hazards
hexane
flammable spill
spill diameter
pool fire
thermal radiation dose and, fire impingement of tank cars within spill region
chlorine
toxic release
plume extent
propane
burning flare
flare size
hexane
burning flare
flare size
total loss containment
flammable spill
tank car relief valve action
fire impingement of tank cars within range of flare
burning flare
explosion/ BLEVE
explosion and fireball with blast overpressure and thermal radiation
blast and thermal hazard distances
tank fire impingement
possible thermal rupture (total loss of containment)
tank and lading properties at time of failure
Table 1
Assumed Cause and Effect Relationships for Tank Cars and Commodities Considered in DERACS
Derailment Mechanics The derailment mechanics sub-model involves the solution of the governing equations for rigid body motion of the vehicles allowing for four degrees of freedom ( x,
y, yaw, roll). These to the derailment
variables
are defined in Figure
point. This
sub-model
was developed specifically
unique in that it allows for vehicle uncoupling vehicle roll. The only previous uncoupling
for DERACS
in the event of coupler
model (by Yang and Manos
their relationship
breakage
and is and
[2]) could not allow vehicle
and vehicle roll.
The vehicles
are assumed
to consist
of a car body supported
having two wheel sets each. To limit the number been assumed sets
4 which also shows
that the truck frames
of resulting
on two trucks,
differential
each
equations,
it has
are fixed relative to the car body and the wheel
are fixed relative to the truck frames. The forces
couplers,
assumed
to act on the vehicles
and the wheel/rail
The couplers assumed
to release
2.3 million
or wheel/ground
are assumed
to be infinitely
when a threshold
strong
for compressive
are modelled
as a simple
loads but are
load is exceeded. The assumed stiffness
the cars are free to move apart. Because
applied by the
forces.
N which is the elastic limit for the coupler shanks
The couplers coupler
include the inter car forces
element.
of the assumed
threshold
as reported
load is
by Wallace
Once the couplers
release,
use of shelf couplers,
simple
refease due to relative verticai motion is not considered.
Ground forces being opposite friction forces
are assumed
to act as a Coulomb
type friction force, the direction
to the vehicle velocity vector at the point of contact with the ground. are assumed
vehicle linear and rotational truck centres
and these
to act at the two truck centres velocities
for an upright
car. The
are used to calculate the velocities
are used to determine
at the two
the friction force directions
and
I DERAILMENT
POINT
1 DX TANGENT
TO POINT 0
4 RADIAL LINE OUTWARD Y
Figure
[3].
4
Definition
of Degrees
of Freedom
of Car Relative to Derailment
Point
The
128
Figure
5 Free-Body
magnitudes
Diagram of a Car
assuming
each truck supports
half the car weight. Figure
5 shows
the free
body diagram for a car. The equations
of motion for the x, y and yaw degrees
of freedom
are as shown
below: longitudinal
force
balance:
.
(11
MCu-Vr 1 = FCLX-FLX-FTX-FCT
lateral
force
X
balance:
(2)
M( V+ur 1 = FCLy-FLY -FTy-FCT Y
yaw
moment balance:
(3)
II- = FCLY(a+l)-FLY(l)-FTY(l)-F~y(a+l)
The model only allows roll of uncoupled tank cars (ie. coupler forces to assist imminent
in maintaining
tanks
in an upright orientation).
Roll-over
when either of the wheel normal forces approaches
are assumed
is considered
zero. It is assumed
that
129
the car losses
its trucks
and the tank becomes
amount of roll is calculated energy considerations. the maximum
a rolling cylinder.
using the foliowing
Because
expression
of the presence
If roll-over
occurs
the
which was derived by using
of a dome on the top of the tank car,
roll angle is limited to 120 degrees.
0=s-
V2
-
R
(4)
WgR
where,
0
= roll
angle
S
= rolled
R
= tank radius
V
= velocity
distance
component
I-1 = friction
The initiation
coefficient
= gravitational
g
acceleration
of the derailment
derails.
The derailment
shown
in Figure
in y direction
is an input and specifies
point is the origin for all subsequent
4. It is assumed
that all cars passing
assumed
to be engaging second
differential
emergency
This
equations.
Cars that have passed
are manipulated
Figure
6 presents
into first order
Fehlberg
[4] technique
an example of a predicted
scene.
program
has not been validated as yet and therefore
purposes
Derailment
lmoact Induced Ruoture
sub-model
of Tank
simulation,
The impacts
on car shells.
results
are presented
for
only.
For the overall derailment induced ruptures. impacts
equations
A variable run time Runge-Kutta
discussion
simulation
forces.
braking.
order differential
was used to solve the equations. derailment
as previously
point ahead of the derailed car are guided by the rails. All cars are
The resulting ordinary
calculations
this point on the rail leave the rails
and are from then on only guided by the soil interaction the derailment
the car and the truck that
it is important
are occurring
The impacts described
Cars to be able to predict impact
during the derailment
between the cars is modelled
earlier.
due to coupler using the derailment
130 NO. OF CARS TOTAL NO. OF CARS
Figure
= 35
DERAILED
6
Typical
= 24
Result
of Derailment
INTIAL TRAIN SPEED
= 100 Km/hr
TRACK CURVATURE
= TANGENT
Mechanics
Simulation
1 The prediction
of impacts
and impact induced ruptures
the following
analysis
the program
would run in a reasonable
In the present comes
is a first attempt. Significant
model, it is assumed
is a very complex
simplifications
matter and
were necessary
so that
length of time on a micro computer. that puncture
will only occur when a free coupler
in contact with a tank shell and the relative velocity between the coupler and the
impacted tank is greater than 20 m/s. hole with a diameter
This
type of puncture
of 0.3m and is assumed
the tank. If the relative velocity
is assumed
to be located at 0.5m
above the bottom of
parallel to the tank axis is greater than 25 m/s, and the
relative axial velocity is much larger than the lateral, then it is assumed is a long tear resulting This ruptured.
simple
At present
the total loss
in a total loss
impact rupture
that the puncture
of containment.
model is used to identify tank cars that have been
only the two cases
of containment,
to be a round
above, namely the 0.3m
are possible.
Future
developments
diameter
puncture
of DERACS
and
will likely
incorporate a more complex impact rupture analysis with additional possible outcomes. Liquid and Vapour
Release
Liquid and vapour release tanks
carrying
dangerous
is of importance
goods.
in the event of accidental rupture
The rate of release
of
and the phase of the released
131 commodity disperse
determine
whether
a liquid pool will form or a toxic or flammable
into the atmosphere.
If a pool of flammable consequences
liquid forms
including
vapour is released, flammable
geometries. releases,
vapour explosion
and vapours
LEAKR
of different chemicals,
performs
is possible
commodity).
or two phase subsonic
program sizes
Redlich-Kwong
[5], gaseous
and sonic gaseous
of the release of material from a tank and gives a The calculation
properties releases,
accounts
properties
et al [7] and from Perry and Chilton
are calculated from Lyman et al [9] and Perry coefficient
assumed
to be 0.61.
CLORINE
DISCHARGE
NOMOGPAPH
7
Comparison
- HOLE
of LEAKR
RUPTURE
Results
flow with a where
and the flow rate is
IN BOTTOM
OF RAILWAY
TANK
Cm
10
1 FROM
[8]. For gaseous
For single phase liquid releases
0.1 TIME
are calculated
compressible
is not taking place, the flow is treated as incompressible
by
using the
[8]. The liquid state
and Chilton
for isentropic
for heat
As described
are calculated in the program
the flow rates are based on relations
discharge flashing
properties
[6] equation of state and thermodynamic
using the method of Balzhizer
can
and
releases.
effects between the tank lading and the ambient surroundings.
Belore and Buist
If a
(in the case of a
and puncture
rates can be predicted for both subsonic a time integration
radiation
in a later section.
[S]. The LEAKR
tank shapes,
prediction for the time required to empty the vessel. transfer
further
are calculated using a modified version
by Belore and Buist
single phase liquid releases
LEAKR
on local objects and thermal
effects will be discussed
of liquids
program
Release
with resulting
or a toxic plume (in the case of non-flammable
The rates of release handle a number
These
then an unconfined
commodity)
of the computer
then a pool fire is possible
fire impingement
loading of remote targets.
Figure
cloud will
(minutes)
with TIPS
---
TIPS
LEAK PATE
-
NEW
MODEL
Nomogram
NOMOGRAMS
RESULTS
(from Ref. (5))
132 calculated from Dodge et al [IO]. At very small pressure accounted for using the methods
presented
coefficients
for both single-phase
air ingestion
by Dodge et al [IO]. When flashing
the flow rates are calculated from Mayinger rates are calculated using the methods
differentials,
[11]. For choked two-phase
of Henry
[12] and Delhaye
liquid and two-phase
is occurs,
flows the flow
1131. The flow
flows were taken from Dodge et
al [lo]. Figure LEAKR
7 presents
and release
the Environment
a graph from Reference rate calculations
Canada TIPS
these calculations
documents
and the LEAKR
[5] which shows
based on nomographs (see Reference
program
a comparison
for chlorine
between
published
[14]). For further
in
details of
the reader is directed to Belore
and Buist
[51. For use in DERACS, only calculates puncture
the original
an instantaneous
LEAKR
release
type and location, and the commodity
DERACS,
only horizontal
punctures
are assumed
longer performs
insulated
function
time steps
during the accident simulation.
liquid spills
and structures.
radiation hazards
is performed
are important
models
over a series
of
because of the fire hazard to neighbouring
simulation
it was desired
fire induced ruptures
exist for predicting
based on the assumptions
to select a spill model
of tanks as well as the thermal
spill sizes
as a function
of time for any given
that the ground is flat, smooth
However
shallow
for large shallow
pools and therefore
spills.
His model is
and impermeable. is conservative
pools, the fire durations
This
will be short.
For the
it was desired to have pools that burn for significant
periods
(20 to 60 minutes)
because these are the fires that can lead to thermal
ruptures
later on in an accident. For example, full scale fire tests
cars carrying ruptured
propane have been conducted after 24 minutes
For time dependent spills pool growth. This
by Phillips
model
for estimating
purposes,
tanks
no
of the time to
to remote targets.
tends to give large diameter,
tanks
in and
by the DERACS
For example Raj [15] developed a model for instantaneous
pool sizes.
rate calculations are considered
obtained from the modified LEAKR
For the present
that could be used to simulate
present
tanks
the
Liquid Spill Growth
Flammable
Several
cylindrical
of the release with the prediction
module using the results
release.
properties,
to be round with random petals jagged in. The program
the time integration
simulation
Flammable
has been modified such that it
fill level. For release
or uninsulated,
empty for the tank. The time integration
tanks
program
rate given the commodity
of unprotected
of time of
rail tank
[16] and in these tests
the
of fire engulfment.
Cline and Koenig
[17] developed a model for transient
model is based on mass conservation
considerations
and can
133 account for ground requires
seepage
that a uniform
For the DERACS mass
conservation
However
effects.
a simple
pool model was developed
No account has been made for momentum
considerations
rates. The model is based on the assumption
the shape of the surface.
calculated as a function for mass
this model
based purely on
up a concave shape in the region of the spill. One radius
used to describe expression
actions.
pool depth be specified.
simulation
which affect pool spreading ground takes
and other fuel consuming
of the mass
conservation
that the
of curvature
is
In the model, the size of the spill is
of liquid currently
in the pool. The following
applies for the case of spilled
liquid: (51
M = Ms-Ma-Me where, M = mass
of
liquid
in the spill
MS = mass
of liquid
spilled
Ma = mass
of
liquid
absorbed
Me = mass
of
liquid
evaporated
The volume
of
liquid
in the spill
by the ground (and
burned)
is
V = M/p
(61
= n (Rh2-h3/3)
(7)
where, R = local
radius
h = pool depth
p = average For typical spills resulting
of curvature
of the ground
at the pool centre
liquid
density
h c R and therefore
pool depth and radius
the pool volume can be simplified
can be calculated directly,
as expressed
and
below:
h = d V/(nR)
(8)
r=.
(9)
L_l,-
where,
r = the liquid
The various
mass
Euler type integration
spill
terms
radius
in equation
scheme.
(5) are calculated separately
using
a simple
134
The spilled mass is based on the puncture release models described in the previous section. The mass flow rate of liquid calculated from these models
is assumed
constant
over a single time step and the resulting mass of spilled liquid is calculated as the
product of the release rate and the time interval. The mass of liquid absorbed by the ground must be specified by some method and in the present study this effect was neglected. The mass of liquid evaporated is based on a constant pool surface regression rate based on experimental results of Hottel [18] for large pool fires involving hydrocarbon fuels. A single constant surface regression rate of 0.000083 presently used in the model. The mass of liquid evaporated
m/s is
in one time step is then:
Me = pVsnr2At where, Vs
=
surface
At
=
time
regression
rate
(10)
step
At present a single constant ground curvature of 2000m has been selected. With this curvature a liquid spill of 50000kg of hexane will result in an initial pool diameter of 19.5m and the fire will burn for approximately 26 minutes. An unprotected tank car engulfed in such a fire is likely to suffer a thermal rupture.
CYLINDER
TO REPRESENT
POOL
FIRE
Y REMOTE
TARGET
SURFACE
t
POOL FIRE BASE
Figure 8
Model for Thermal Radiation from a Pool Fire to a Remote Target
135 Thermal
Effects
of Pool Fires
The thermal are impinged thermal
effects of pool fires are important
directly
radiation
by the fire, and also on remote targets
emanating
tank cars is presently section.
The
model
because of the effect on objects that
from the fire. In DERACS
that are loaded by the
only direct fire impingement
accounted for and this will be described here considers
described
thermal
of
in more detail in a later
radiation
loads on remote
targets. Cracker
and Napier [19] have shown
be modelled Figure
by assuming
that the thermal
radiation from pool fires can
the fire acts as a vertical right circular cylinder
as shown
in
8. The radiation from the pool fire to the target can be calculated from the
following
expression
intervening
for radiant exchange
between surfaces
separated
by an absorbing
gas.
Q=FrE (11)
where,
The
Q
=
heat
transferred
r
=
atmospheric
E
=
pool fire
F
=
surface
equation
(12).
This
radiation
transmissivity
emissive to surface
pool fire emissive
than 50m in diameter.
by thermal
power exchange
power is assumed
For smaller
factor
to be 250 kW/m2
pool fires the emissive
relation was based on data presented
for pool fires greater
power is calculated by in Reference
[20].
E = 250(1-e-‘2DP) (12)
where, Dp = pool fire
An approximate Reference T=e
diameter
expression
[21] and is shown
for the atmospheric
transmissivity
was taken from
below:
(-7X10-4L)
where, L = distance from the fire edge to the target (path length through air).
(13)
136
For this configuration for the present
the radiant exchange factor was compiled by Howell
case has been simplified (H2+S2+1
to the following
[22] and
expression:
1 (14)
Hd3+Hd2 I BZ+4H2
where. x = distance
from
the pool centre
R = pool fire
radius
L = pool fire
height
S = x/R H = L/R A = H2-Sz+l
.
B = H2+S2-1 dl = acos(A/B) d2 = acos(l/S) d3 = acos(A/SB)
With these expressions different distances these equations
it is possible
to estimate the heat flux from the pool fire at
from the fire centre. In the present
to estimate
distances
application it was desired
three levels of steady state fire damage reported in Reference present
model for describing
In the DERACS
simulation
pool fire thermal
concentric
in Table 2. These
hazards
are shown with three are displayed
rings centred at the pool fire centre.
HAZARD
I
Table 2
[I91 and used in the
radiation hazard levels.
graphical output, pool fire sites
levels of fire hazard as described
to use
to specified levels of danger. Table 2 presents
HAZARD DESCRIPTION
STEADY STATE HEAT FLUX
1
4.7 Kwtm*
Human Pain
2
12.6
Wood Building Ignition after some time
3
37.8
Damage to other vessels
Steady State Fire Damage Levels
Used
In DERACS
as
137
Plume and Puff Dispersion At present gases.
DERACS
of Heavy Gases
can consider
In the event of a puncture
show the extent of the dispersing containment dispersion The
gases
and propane and both of these
simulation
is a time integration
the release
sources
to use time dependent
to
In the event of a total loss
type release, through
are varying
models
are heavy
it is important
of
release will occur and a puff type
model is needed. For a continuous
present
of a derailment,
that are released.
of a tank car, an instantaneous
time integration, desired
chlorine
as a consequence
in strength
for tracking
a plume model is needed.
a derailment
event. During this
and therefore
it was
plume and puff type releases
of
heavy gases. Numerous models
dispersion
models
range in complexity
the solution dependent
from simple
of the 3-dimensional
the effects of turbulence.
are available in the open literature. Gausian
continuity,
For the present
purposes
type model that can run quickly
Box type model was selected,
type models
momentum
These
to those
and energy
it was desired
on a micro-computer.
various
which involve
equations
including
to have a time For this reason
which is accurate for the near field of a release
the
of heavy
gas. In a Box type model, the heavy gas cloud is modelled radius
R and height H as shown
in Figure
9. This
cylinder
is assumed
I 3
9
,,,
F ]H t
Sketch Showing box Model of Dispersing Properties of Actual Puff (from ref. [23]).
box of
to contain gas of
2
2
Figure
as a vertical cylindrical
3
Puff in Comparison
with
138 uniform
concentration.
entrainment,
As the box moves down wind, its dimensions
gas expansion
concentration
and gravitational
slumping.
As air is entrained,
in the box is reduced. Air is entrained through
box. The gas
is also assumed
cloud
change due to air
to have heat transfer
the gas
the top and sides
interaction
of the
with the ground
and the surroundings. At present
both plume and puff releases
Puff Model of Meroney Model is straight
forward.
Each puff represents seconds).
to over estimate However,
For a continuous
the rate of gas dispersion. that air is entrained
air entrainment
dispersion
of simple
in one simulation
Box Puff Models
through
for plumes
version
puffs are used.
time step (20
the sides
are developed
based on
and top of the cylindrical
box.
is effected by the reduced air/gas interface area.
of DERACS,
has been accepted. This
this inaccuracy
weakness
in the modelling
of plume
in the model will be corrected
in future
of DERACS.
In DERACS,
plumes
and puffs are displayed
size of the patch indicates some preselected immediately selected
as a coloured
patch on the map. The
the size of the area where the gas concentration
value. For chlorine
dangerous
this level is the 0.000075kg/m3
exceeds
which is
to life and health. For propane the concentration
was arbitrarily
to be 0.06 kg/m3.
Fire lmpinoement
on Tanks
Fire impingement TANKCAR
and Thermal
Ruptures
on tank cars is handled using the tank thermal
developed
cylindrical engulfing
a series
using the Box of the Box Puff
be noted that this type of approach is not very accurate and is likely
For the present versions
in DERACS
the application
release,
the quantity of gas released
It should
the assumption
are modelled
[23]. For a puff type release,
by Birk
[24]. The tank car thermal
computer
model can simulate
tank filled partially with liquid and partially with vapour exposed type fire, such as caused
model a long
to either an
by a burning
pool, or a torch type fire, such as that
caused by a relief valve flare from a neighbouring
tank. The model can account for the
effects of a number
of thermal
protection
thermal
insulation,
radiation shielding,
internal
protection
devices
including
devices such as pressure
temperature heat dissipating
sensing
relief valves,
retief valves,
matrices.
The
and novel
model can simulate
the effects of roll and pitch of the tank. The overall thermal various
processes
model is made up of a series
of sub-models
heat transfer
sub-models
can account for either an engulfing
fire or a two-dimensional
torch.
convection.
radiation is calculated as a function
position
the
taking place within the tank.
The flame-to-tank
The thermal
The pool fire model accounts
on the tank by accounting
absence of cross
which represent
for thermal
radiation
of the circumferential
for the typical shape of large pool fires in the
wind effects. The convection
calculations
are based on empirical
pool and
139
relations
for convection
based on empirical
to horizontal
relations
The temperature through
in a cross-flow.
for a jet impinging
distribution
The torch sub-model coverings
The finite difference solution
the tank wall and insulating
also accounts for the heat transfer
layers.
is calculated
accounts for pure
The finite difference
from the fire to the tank outer surface,
tank inner surface to the lading. The inner surface heat transfer convection
is
on a flat plate.
in the tank wall and associated
using finite difference techniques. conduction
cylinders
and radiation in the vapour space, and convection
solution
and from the
sub-models
account for
and boiling in the liquid
region. The thermodynamic
process
sub-model
the vapour space, the liquid boundary, vapour and liquid boundary equilibrium
and saturated.
treats the lading as three distinct
and the liquid core.
(near wall and free surface) The core is assumed
some period of venting it reaches equilibrium
It is assumed
regions:
that the
are in thermodynamic
to be sub-cooled
initially,
with the liquid boundary
but after
and vapour
space. The pressure
relief valve sub-model
relief valve and the fluid mechanics.
accounts
for both the mechanical
Valve cycling effects on flow rates are accounted
for by a steady state valve model which assumes representing
the valve to be partially open,
the reduced flow capacity during cycling. The valve flow sub-models
account for dry vapour flow and for frozen The wall stresses experiences stresses
action of a
are calculated at the point on the wall circumference
the highest
temperature,
due to radial temperature
is based on the maximum material strength
and includes
gradients
normal stress
with increases
can
liquid flow. pressure
which
induced (hoop) stress
and
in the tank wall. The tank failure analysis
theory of failure. Degradation
in temperature
is accounted for using
in the wall available data for
tank car steels. The computer
model is capable of predicting the tank internal pressure,
lading temperatures, tank wall stresses impingement. comparing fifth-scale
wall temperature
distribution,
relief valve flow rates, liquid level,
and tank failure, all as functions
The model has been extensively
its predictions
with the results
rail tank cars exposed
example of validation results actual test results
showing
validated (see Reference
fires.
comparison
for full scale fire tests.
of time from initiation of the fire
of numerous
to engulfing
mean
fire tests
Figures
[24]) by
involving full and
10 to 13 present
between TANKCAR
one
predictions
and
The Fire test data shown is from Reference
[161. Thermal
Effects
of Exolosions/BLEVES
In the event of a thermal propane, DERACS
assumes
rupture or total loss
of containment
a fire ball type explosion
will result.
of a tank containing In the DERACS
140
a -
5
0
10
5
_ TEST RESULTS -
15
SIMULATION
20
25
3”o
TIME FROM FLRE IGNITION (MIN.)
Figure 10
G g
Predicted & Meas. Tank Pressure vs Time for Full Scale Tank Car, Propane, Engulfing Fire
700,,
o
qoo
_
TESTRESULTS
TIME FROM FIRE IGNITION (MIN.)
Figure1 1
Predicted & Meas. Tank Wall Temp. vs Time for Full Scale Tank Car, Propane, Engulfing Fire
simulation the resulting fire ball will have both blast and thermal effects of the surroundings. This section describes the techniques used to estimate the thermal effects of the explosion. As discussed in Reference [25], the consequences of a total loss of containment of a pressurized flammable liquid depend on the conditions at release. The consequences range from a slow burn-off to a violent explosion and fire ball.
141
180, D _ TEST RESULTS --
SIMULATION
60 .
I 0
5
10
15
20
TIME FROM FIRE IGNITION
Figure
12
25
30
(MIN.)
Predicted & Meas. Liquid Level vs Time for Full Scale Tank Propane, Engulfing Fire
2
700
2 1
600 TENSILE
z. cn 500 % 2 400
Car,
STRENGTH
OF TC 128s STEEL INDICATED
E UJ 300 d 3 Y $
200 \ STRESS
100
IN OUTER FIBRES ACTUAL RUPTURE
0
5
10
15
20
TIME FROM FIRE IGNITION
Figure
13
Predicted Tank Wall Stresses Propane, Engulfing Fire
For the case of a car containing containment
will result
& Strength
a commodity
The resulting
in a large fire ball.
vs Time for Full Scale TankCar,
such as propane, a total loss
result
in significant
of
The rapid flashing
liquid droplet entrainment.
(boiting liquid expanding vapour explosion),
an explosion.
30
in a very rapid boil-off of part of the contents.
and the high exit velocities a BLEVE
25 (MIN.)
In the case of
the boil-off is so rapid it acts like
cloud of vapour and entrained liquid droplets
usually
result
142
As discussed in Reference [25], it is difficult to estimate the amount of remaining liquid after the boil-off period. Reference [25] states that, if more than 35% of the lading flashes, it is likely that all of the contents will be consumed
in a fire ball. If less than 35%
flashes then some liquid will remain and will burn-off slowly. In DERACS it is assumed that all of the liquid contents will be consumed
in the fire ball. The resulting fire ball
diameter is calculated from Reference [20] using the following expression: D
max
= 5.33m0’32’
(151
where, m = fuel D
max
mass
(kg)
= the maximum
fire
ball
diameter
This relation is based on experiments for fuel masses ranging from 3 - 31 kg but the validity has been verified for much larger masses [20]. The fire ball will have a growth stage and a shrink stage and these stages will take some finite time to develop. The fire ball’s effective duration as described in [20] can be estimated from the following expression: (161
ta = 0.9Z3m0~303
where, m = fuel %
= time
mass
(kg)
(set)
During the development
of the fire ball, the diameter grows and the fire bat1 rises
due to buoyancy. In the present situation it is desired to calculate a thermal radiation dose resulting from the fire ball. Therefore it has been assumed that the fire ball has a diameter Dmax and is located with its centre at ground level. The fire ball duration is assumed to be ta. The emissive power of the fire ball is calculated for Reference [20] using the following expression: -bD E = Emax(l-e
‘)
where, E
max
= 469 kW/m’
b = .18 m-l Ds = fire ball
diameter
(17)
143
The flux reaching a remote target can now be easily catculated from the following: Q=ErF
(IX)
where, r = atmospheric transrmssivity F = radiatit exchange view factor
As with the case of the pool fire radiation, the atmospheric calculated from Reference
[21] using the following
transmissivity
is
expression:
r = e(-7x10-4x)
(19)
where. x = distance
from
the fire
edge
The radiant exchange view factor was based on a sphere oriented towards expression
the fire ball at ground
is shown
level and as reported
radiating to an object in Reference
[21]. This
below:
( H/Ds+O
.5 )
(201
F= 4{(H/Ds+O. where,
5)2+WDs)2}3’2
R = radial distance of target point directly below fire H = height
of fire
ball
from ball
centre
The radiation dose is calculated from the simple
expression:
(21)
Dose = Qt,
As with pool fires, three hazard levels are calculated for thermal balls. Table 3 presents
the dose criteria used for the displayed
levels and their effects were taken from Reference
Blast
Effects
When outwards
radiation from fire
hazard levels.
Dose
[19].
of Explosions/BLEVES
an explosion
or BLEVE
occurs,
from the blast centre. This
a pressure
pressure
disturbance
disturbance
will propagate
or over-pressure
is followed
144 HAZARD
Table 3
LEVEL
DOS kJ/M”
DESCRIPTION
1
375
Third Degree Burns
2
250
Second Degree Burns
3
125
First Degree Burns
I
Thermal Hazard Levels for Fire Ball Thermal Radiation
by a rush of high velocity air. The combination of the over-pressure
and air can be very
destructive to property and life. In DERACS, if an explosion occurs the level of the blast hazard and the distance from the centre of the explosion are estimated. In the explosion calculation, the initial mass of the explosive is assumed to equal the total mass of lading in the tank. This mass is then converted to an equivalent mass of TNT using data from Reference [26]. Table 4 contains a partial listing from the above reference. The equivalent TNT mass is then reduced by multiplication of an explosion efficiency for unconfined vapour cloud explosions. As discussed in Reference [27], this explosion efficiency varies widely for unconfirmed vapour cloud explosions.
COMPOUND
Table 4
(1 kg)
EQUIVALENT
TNT MASS (kg)
methane
11.95
ethane
11.34
propane
11.07
butane
10.91
ethylene
11.26
Conversion
As shown in
Factors for TNT Equivalency {from Ref. [26])
Reference [27], the range of efficiencies is between 0.05 and 0.65. The efficiency of the blast is determined by the vapour cloud conditions at the time of ignition. In DERACS, it is assumed that, if a BLEVE occurs, the explosive efficiency will be high (ie. = 0.65) while if a BLEVE is unlikely, the efficiency will be low (ie. = 0.10). These explosion efficiencies are used to estimate explosion hazards. Based on the TNT equivalent mass and the explosive efficiency, it is possible to estimate the free field over-pressure
as a function of distance using the following
empirical relation from Reference [26]: For display of explosion hazards DERACS uses three preselected free-field over-pressures
to calculate hazard distances from the centre of explosion.
145
po
808
-=
Pa
where,
J-zzz7-
P 0
P
a
fire
field
=
ambient
2 = scaled
and,
w4.5)21 2
1+(2/.32)
=
= [
[1+
LL.3512
(22)
overpressure pressure
distance
qo.333 [ qo.333L+
d = actual W = TNT
distance equivalent
To and P
0
mass
= reference
atmospheric
temperature
and pressure
TYPE OF DAMAGE
OVER-PRESSURE
Windows shattered, plaster cracked; minor damage to some buildings Personnel
knocked
35-75
down
70-l 00
Failure of wooden or asbestos siding for conventional homes
75-l 50
Failure of walls constructed of concrete blocks or cinder blocks
125-200
Self-framing
paneled
Oil storage
buildings
collapse
200-300
tanks ruptured
200-300
Serious damage to buildings with structural steel framework Eardrum Reinforced
concrete Railroad
Probable
Table 5
350-l 000
severely
damaged
400-600 400-600
cars overturned
total destruction
Blast
300-500
rupture
structures
700-800
of most buildings
Lung damage
2000-5000
Lethality
7000-l 5000
Damage
--Side
(mbars)
on Over-Pressure
Correlation
(Large Explosion)
146
Over-pressure Reference
levels and their associated
damage estimates
[26]. A partial listing from Reference
Presently, Destruction explosion
in DERACS,
[26] is summarized
of Buildings
(700m bar), and Storage tank ruptured
based on the temperature
then determines
these are displayed
in Table 5.
(200m
of a tank containing
lading mass is converted into an equivalent TNT DERACS
in
the three levels of damage selected are: Lethal (7000m
is indicated (total loss of containment
determined
are presented
bar). When an
propane), the
mass and an explosion
efficiency is
of the lading at the time of containment
the three distances
bar),
loss.
to the above stated hazard levels and
using the post-processor.
CONCLUSIONS A prototype
computer
simulation
program
predicting some of the major consequences where dangerous
commodities
The present
version purposes.
reconstruction,
response
applications,
significant
Possible
sophisticated
approaches,
include risk studies,
accident
training and tactics development
and possibly
before the program can be used for any
development
is required.
will involve sub-model
on the targeted applications,
that are presently
are based on
is limited in scope and is intended for
However,
further
sub-models
accidents
in the open literature.
applications
personnel
The next phase of development Depending
published
of DERACS
on-site tactical assistance.
has been developed for with train derailment
are involved. The simulation
models that have been previously demonstration
(DERACS) associated
testing
some sub-models
and some new sub-models
and refinement.
will be replaced with more
will be added for consequences
not accounted for, such as tank rocketing.
REFERENCES 1.
Coppens, A.J., Wong, J.D.E., Birk, A.M., Anderson, R.J., Development of a Derailment Accident
2.
Yang, T.H. et al., A Study Continuation of Derailment Behaviour: Final Report, Pullman-Standard
Computer Simulation Model, Transport Canada Report TP 9254E, March 1988. Research Project No. 39-l 833, RPI-AAR Railroad Tank Car Safety Research and Test Project, Report RA-O8-I-12, 3.
February, 1972.
Wallace, W.D., Evaluation of Railway Draft Gears, ASME Paper Number 57-RR-8, Anthology of Rail Vehicle Dynamics, Vol. I, Freight Car Impact. pp.l-8.
4.
An Introduction to Numerical Computation,
1971.
S. Yakowitz. F. Szidarovszby,
Macmillan Publishing Co.
ISBN Q-02-430810-2. 5.
Before, R., Buist. I.. A Computer Model for Predicting Leak Rates of Chemicals from Damaged Storage and Transportation Tanks, Report EE-73, Environmental Emergencies Technology
Division,
Environment Canada. 6.
Redlich and Kwong, 1949. Chem. Rev. 44, 233 (in Perry and Chilton, 1973).
7.
Balzhizer, R.E., Samuels, M.R. and Eliassen, J.D. 1972. Chemical Engineering thermodynamics. Prentice-Hall,
Toronto.
147 8
Perry, R.H. and Chilton, C.H. (eds). 1973, Chemical Engineers’ Handbook, Lyman, W.J., Reehl, W.F. and Rosenblatt, D.H. 1982, Handbook Methods, McGraw-Hill,
IO.
of the 1980 National Conference
Mayinger, F., 1981, Scaling and Modelling Laws in Two-Phase Two-Phase
Toronto. 9.
Toronto.
Dodge, F.. Bowels, E. and White, R., 1980, Release Rates of Hazardous Cargo Vessels. Proceedings
11.
McGraw-Hill.
of Chemical Property Estimation Chemicals from Damaged
on Control of Hazardous
Material Spills.
Flow and Boiling Heat Transfer in
Flow and Heat Transfer in the Power and Process Industries, Hemisphere
Publishing,
Washington. 12.
Henry, R.E. 1981. Calculational (1979) on Two-Phase
13.
Delhaye, J.M. 1981. Instrumentation Industries, Hemisphere Environment Canada,
15.
Raj, P.P.K., Calculations Art, Transmission Railroad Tank-Car AAR-RPl,
I?.
- Critical Flow, Proceedings
in Two-Phase
of the Japan-U.S.
Seminar
Toronto. Flow and Heat Transfer in the Power and Process
Publishing, Washington.
14.
16.
Techniques
Flow Dynamics, McGraw-Hill,
1983, Technical Information for Problem Spills (TIPS) Series, Ottawa. of Thermal Radiation Hazards from LNG Fires -- A Review of the State of the
Conference,
American Gas Association, St. Louis, MO. 1977.
Safety Research and Test Project: Phase II Report on Full Scale Fire Tests,
RA-11-6-31,
AAR-R-201.
US6AFl
17-75 ENG (BK), 1973.
Cline, D.D., Koenig, L.N., The Transient Growth of an Unconfined Pool Fire, Fire Technology,
Vol. 19.
pp. 149, 1983.
18. Hottel, H.C., Fire Research Abstracts and Review, I, 41, 1959. 19.
Cracker, W.P., Napier, D.H., Quantification Proceedings
of Fire Hazards of Liquid Spills from Tank Trucks,
of the 4th Technical Seminar on Chemical Spills. 1987, Environment Canada,
EN
40-32711-1987.
20.
Moorehouse,
J., Pritchard, M.J., Thermal Radiation from Large Pool Fires and Fire balls: A Literature
Review, I Chem E., Symposium, 21.
Series No. 71, Pergamon
7. Pergamon
Series No.
Press, Oxford, 1982.
22.
Howell, J.R., A Catalog of Radiation Configuration
23.
Meroney,
Factors, McGraw Hill Book Company.
R.M., Lohmeyer, A.. Prediction of Propane Cloud Dispersion by Wind Tunnel Data
Calibrated Box Model, Journal of Hazardous 24.
Press, Oxford, 1982.
Litiou. D.A., Maund. J.K., Thermal Radiation Hazard from Fire balls, I Chem E. Symposium.
Birk, A.M., The Development
Materiais 8, 205-221,
and Validation of a Mathematical
1984.
Model of a Rail Tank Car Engulfed in
Fire, PhD Thesis, Queen’s University, Kingston, Ont., Canada, June 1983. 25.
Roberts, A.F., The Effect of Conditions Prior to Loss of Containment Symposium,
Series No. 71, Pergamon
on Fire ball Behaviour, I Chem E
Press, Oxford, 1982
26.
Kinney, G.F., Grapham,
27.
Gugan, K., Unconfined Vapour Cloud Explosions, The Institute of Chemical Engineers,
K.J., Explosive Shocks in Air, 2nd Ed. Springer-Verlag.
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