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1	
	
Risk analysis and consequence modelling methodology
for improving the resilience of railway stations
to terrorist attacks
Antonio Lancia
1
*, Gilad	Rafaeli	2
, Paul	Abbott	2
,	Jonathan	Paragreen	3
, David	Fletcher	3
, Emma	Carter 3
,
Emiliano	Costa 4
,	Stefano	Porziani	4
	and	Giulio	Valfré	4
.
1
Heuristics GmbH. Capriasca. Switzerland
2
MTRS3	Solutions	and	Services	Ltd.	Tel	Aviv.	Israel.
3
University	of	Sheffield.	Sheffield.	United	Kingdom.
4
D’Appolonia	SpA.	Genova.	Italy.
*Contact: tony.lancia@heuristics.ch
Abstract
The	 SECURESTATION	 project	 has	 been	 executed	 within	 the	 European	 Union	 FP7	 framework	
programme,	aiming	to	develop	specific	tools,	models	and	design	guidelines	to	improve	the	resilience	
to	 terror	 attacks	 on	 railway	 stations.	 This	 paper	 addresses	 the	 research	 work	 related	 to	 tools	 and	
methods	 for	 estimating	 the	 risks	 associated	 with	 diverse	 attack	 scenarios,	 with	 different	 alternate	
countermeasures	and	architectural	solutions.	
The	 developed	 SECURESTATION	 Risk	 Analysis	 Methodology	 (“SEST-RAM”)	 includes	 methods	 and	
procedures	for	defining	the	reference	attack	scenarios	and,	for	each	of	them,	assessing		the	probability	
of	occurrence,	the	vulnerability	(probability	that	the	attack	is	successful)	and	consequences	(harm	to	
persons	and	economic	loss).	SEST-RAM	can	be	applied	in	the	early	stages	of	railway	station	design	for	a	
risk-based	selection	of	general	design	and	then	for	a	more	refined	quantitative	assessment,	limited	to	
the	selected	design.	Guidelines	are	also	given	for	the	challenging	task	of	estimating	the	probability	that	
a	certain	attack	tactic	is	selected	by	the	terrorist	adversaries.	
SEST-RAM	and	the	models	below	have	been	used	in	the	project	for	a	demonstrative	example	of	risk	
analysis	applied	to	an	ideal	“model	station”	involving	most	of	the	safety	and	security	challenges	posed	
by	modern	large	intermodal	railway	stations.	
A	 methodology	 was	 defined	 for	 evaluating	 the	 source	 terms	 and	 for	 applying	 Computational	 Fluid	
Dynamics	 (CFD)	 modelling	 to	 predict	 the	 dispersion	 of	 toxic	 chemicals	 in	 a	 railway	 station	
environment.	Different	toxic	materials	and	spreading	methods	were	simulated.	For	each	scenario	the	
impact	in	terms	of	human	harm	was	assessed,	based	on	toxicity	data.	The	simulations	also	allowed	the	
formulation	of	recommendations	for	building	and	ventilation	system	design.	
A	methodology	was	also	defined	for	modelling	the	blast	effects	for	diverse	types	of	explosive	devices,	
e.g.	IED	(Improvised	Explosive	Device),	VBIED	(Vehicle	Borne	IED),	etc.,	at	railway	stations,	principally	
by	Finite	Element	Method	(FEM)	computing.	Several	blast	simulations	were	conducted	to	demonstrate	
how	the	methodology	may	be	used	to	evaluate	the	effectiveness	of	certain	architectural	solutions	in	
reducing	 the	 consequences	 of	 blast	 scenarios.	 Modelling	 of	 fire,	 smoke	 spread	 and	 passenger	
evacuation	was	also	included	in	the	project	work,	using	state	of	the	art	tools	that	are	already	in	use	for	
the	fire	safety	evaluation	of	railway	station	design	but	this	not	discussed	in	this	paper.
2	
	
A	 further	 computational	 tool,	 SARA,	 has	 been	 designed	 and	 demonstrated	 for	 simulation	 of	 the	
cascade	 degradation	 of	 safety	 functions	 in	 a	 railway	 station	 following	 certain	 initial	 events	
corresponding	to	the	terror	attack.	Its	use	within	risk	analysis	is	particularly	important	for	intermodal	
and	underground	railway	stations	where	the	safe	evacuation	of	the	passengers	depends	on	diverse	
technological	 systems	 (fire	 extinguishing,	 power	 supply,	 ventilation,	 lighting,	 etc.)	 that	 may	 be	
damaged	by	an	attack	and	that	are	partly	interdependent.	
1. Introduction
The	 resilience	 of	 a	 railway	 station	 in	 the	 case	 of	 terrorist	 attack	 provides	 for	 the	 protection	 of	
passengers	and	workers	lives	and	the	prompt	restoration	of	public	transportation	services.	Designing	
and	 building	 a	 new	 railway	 station,	 or	 refurbishment	 of	 an	 existing	 railway	 station,	 to	 make	 them	
resilient	while	keeping	them	economically	sustainable	is	not	a	trivial	task.	This	paper	addresses	the	risk	
analyses	 and	 modelling	 solutions	 developed	 by	 a	 multidisciplinary	 team	 of	 European	 experts	 from	
2011	to	2014	within	the	SECURESTATION	project,	funded	under	the	European	Union	7th	Framework	
Programme,	project	reference	266202.	
2. Description
Risk	Analysis	Methodology	
The	SEST-RAM	methodology	was	developed	as	an	upgrade	of	protocols	that	were	previously	used	by	
the	 same	 authors	 in	 modelling	 risk	 for	 terrorist	 attacks	 to	 various	 kinds	 of	 ground	 transportation	
systems.	A	set	of	attack	scenarios	are	initially	defined	as	ways	in	which	the	considered	threats	(IEDs,	
arson,	dispersion	of	toxic	substances,	etc.)	may	be	applied	in	diverse	parts	of	the	whole	station	(e.g.	
mezzanine,	 shopping	 area,	 bus	 platforms,	 train	 platforms,	 etc.).	 For	 each	 scenario,	 a	 “relative	 risk”	
value	is	evaluated	as	the	product	of	“relative	probability	of	occurrence”,	vulnerability	(probability	that	
the	attack	is	successful)	and	consequences	(harm	to	persons	and	economic	loss).	“Relative	risk”	values	
for	individual	scenarios	are	“conditional	risk”	estimations	proportional	to	actual	risk	values	by	a	scalar	
“renormalisation	factor”	that	includes	the	probability	that	some	form	of	terrorist	attack	occurs	at	a	
particular	 railway	 station	 over	 a	 certain	 time	 period.	 The	 renormalisation	 factor	 is	 computed	 only	
when	needed	because	it	generally	has	a	high	uncertainty	and	it	widely	varies	over	time	due	to	drifts	or	
sudden	changes	in	socio-political	circumstances	(demographic	variation,	insurgences,	a	new	law,	peace	
talks,	a	change	in	foreign	policy,	the	arrest	of	terrorists,	etc.).	Guidelines	are	however	given	within	the	
methodology	to	compute	a	reference	value	for	the	renormalisation	factor	and	thus	to	express	results	
as	risk	values	or	risk	“ranks”	(instead	of	relative	risk).	The	SEST-RAM	formal	approach	also	includes	
rules	to	obtain	representative	overall	risk	values	(relative	or	“absolute”)	for	a	whole	railway	station	
from	the	pool	of	scenarios,	including	sets	of	similar	cases	whose	risk	should	not	be	simply	summed.	
Rating	the	relative	probability	of	attack	for	a	certain	scenario	is	the	most	difficult	and	questionable	
procedure	 within	 the	 evaluation	 of	 relative	 risk	 because	 it	 reflects	 the	 preference	 of	 a	 terrorist	
decision	maker	for	a	certain	attack	plan	vs.	other	alternative	ones.	Some	general	guidelines	are	given	
on	assessing	this	value,	and	a	method	is	provided	to	compute	the	value	in	the	specific	(but	common)	
case	of	radical	fundamentalist	groups,	using	a	computation	procedure	that	was	calibrated	by	the	risk	
ratings	assigned	by	a	panel	of	experts	to	a	set	of	different	scenarios.
3	
	
A	set	of	alternative	methods	are	specified	for	the	estimation	of	vulnerability,	including	the	use	of	event	
trees	to	model	the	probability	that	attackers	may	be	successful	in	the	presence	of	a	set	of	technical	
and	 organisational	 countermeasures.	 Consequences	 assessment	 may	 be	 performed	 for	 a	 set	 of	
damage	 classes	 of	 interest	 (e.g.	 human	 and	 economic,	 direct	 and	 indirect,	 losses)	 with	 a	 level	 of	
accuracy	 varying	 from	 coarse	 parametric	 or	 “educated	 guesses”	 up	 to	 sophisticated	 computational	
models	such	as	the	ones	that	were	refined	and	applied	in	the	project,	as	described	below	in	this	paper.	
The	SEST-RAM	methodology	was	defined	for	integrating	an	analytical	approach	to	security	with	the	
architectural	and	engineering	design	activities	along	the	development	of	the	project	for	new	railway	
stations	or	for	their	revamping.	The	SEST-RAM	risk	model	may	be	setup	and	risk	computed	in	a	few	
weeks	 for	 one	 or	 for	 a	 few	 alternative	 basic	 designs,	 using	 simple	 preliminary	 estimates	 for	
vulnerability	and	losses.	In	this	way	risk	may	be	taken	into	account	early	in	the	decision	making	before	
the	project	is	adopted	and	further	developed	up	to	construction	plans	for	building	and	technological	
systems.	The	model	may	then	be	refined,	running	more	accurate	time	consuming	computations	for	
consequences	 assessment	 and	 by	 evaluating	 critical	 dependencies	 in	 the	 functional	 availability	 of	
technological	 systems	 that	 contribute	 to	 the	 resilience	 of	 the	 railway	 station,	 aiming	 for	 safe	
evacuation	and	the	prompt	restoration	of	station	operation.	
Modelling	the	dispersion	of	toxic	chemicals	and	the	consequences	
A	 methodology	 for	 simulating	 chemical	 dispersions	 within	 a	 railway	 station	 environment	 was	
developed	 for	 the	 SECURESTATION	 project	 with	 the	 aim	 of	 evaluating	 the	 impacts	 of	 such	 attack	
modes	 and	 to	 produce	 recommendations	 for	 the	 design	 of	 railway	 stations	 and	 their	 ventilation	
systems.	A	general-purpose	computational	fluid	dynamics	solver,	ANSYS	Fluent,	was	used.	To	enable	a	
large	number	of	scenarios	to	be	simulated	it	was	necessary	to	balance	solution	time	with	accuracy	and	
therefore	 the	 realisable	 k-epsilon	 model	 for	 turbulence	 was	 used	 in	 conjunction	 with	 unsteady	
Reynolds-average	Navier-Stokes	equations	as	it	has	been	demonstrated	to	provide	a	good	correlation	
with	experimental	simulations,	but	without	requiring	excessive	processing.	
Different	toxic	materials	and	dispersion	methods	were	simulated.	The	toxic	agents	simulated	included	
materials	used	in	the	past	as	chemical	weapons	such	as	choking	agents,	blood	gases,	blister	and	nerve	
agents.	From	these,	materials	were	selected	with	different	physical	properties	and	densities	to	enable	
different	dispersion	methods	and	diffusion	characteristics	to	be	displayed.	The	materials	selected	also	
ranged	from	extremely	toxic	nerve	agents	where	very	low	concentrations	result	in	serious	injury	or	
fatalities,	but	are	controlled	materials	and	therefore	more	difficult	to	obtain,	to	choking	agents	and	
blood	 gases	 which	 require	 higher	 concentrations	 to	 be	 effective,	 but	 are	 also	 common	 industrial	
chemicals.	
The	 dispersion	 methods	 simulated	 depended	 upon	 the	 physical	 properties	 of	 the	 materials,	 so	 the	
compressed	 gases	 were	 simulated	 as	 being	 dispersed	 from	 a	 pressurized	 gas	 cylinder,	 whilst	 the	
volatile	liquids	were	simulated	being	dispersed	as	an	aerosol	and	also	as	evaporating	from	a	pool	of	
liquid	by	natural	vapourisation	in	the	air,	as	with	the	1995	attack	on	the	Tokyo	subway.	The	rate	of	
vapourisation	from	the	pool	of	liquid	was	calculated	using	a	similar	methodology	to	Edvard	Karlsson	et	
al.	 and	 allowed	 the	 vapourising	 liquid	 to	 be	 simulated	 as	 a	 gaseous	 flow.	 Similarly	 for	 the	 aerosol	
dispersion	of	the	volatile	liquid	it	was	assumed	that	the	aerosol	droplets	would	rapidly	vapourise	and	
could	therefore	be	approximated	to	a	gaseous	flow	of	the	toxic	material	with	the	carrier	gas.
4	
	
The	impact	of	the	toxic	material	dispersions	on	humans	could	be	evaluated	using	exposure	limit	data	
which	are	published	for	chemical	safety	purposes	and	present	the	impact	on	human	health	at	different	
concentration	levels.	These	limits	can	therefore	define	contours	within	the	concentration	plots	from	
the	simulations	and	define	the	size	of	the	zones	where	persons	within	that	area	would	suffer	serious	
injury	or	receive	a	fatal	dose	of	toxic	material.	
a) b) 		
Figure 1: a) 3D concentration plot showing the dispersion of HCN gas with strong extraction flows and b) the
contours demonstrating the areas of different levels of human harm
In	general	the	simulations	demonstrated	that	for	the	materials	with	the	greatest	toxicity,	such	as	the	
volatile	liquid	nerve	agents,	the	strongest	air	ventilation	flows	diluted	them	spreading	them	over	a	
greater	area	causing	increased	levels	of	harm.	Whereas,	for	the	materials	with	reduced	toxicity	such	as	
the	blood	gases	and	choking	agents,	the	dilution	effect	from	the	ventilation	system	rapidly	diluted	the	
gases	reducing	the	levels	of	harm.	This	demonstrates	the	need	to	be	able	to	control	the	ventilation	
flow	rate	and	direction	to	respond	depending	upon	the	attack	scenario	in	order	to	minimise	harm.	
Modelling	of	Blasts	and	their	Consequences	
Among	the	available	methods	to	perform	a	blast	study,	in	the	SECURESTATION	Project	both	empirical	
methods	 and	 numerical	 techniques	 have	 been	 employed	 to	 assess	 the	 railway	 station	 structural	
resilience	to	an	attack	involving	explosive	devices.	Specifically	the	empirical	approach	was	based	on	an	
extensive	 experimental	 database	 built	 up	 after	 performing	 a	 large	 number	 of	 explosion	 tests	 by	
detonating	various	charges	of	a	reference	explosive	(typically	TNT).	The	numerical	approach	involved		
the	numerical	resolution	of	the	mathematical	system	describing	the	physical	phenomena	to	be	studied	
(mass,	 momentum	 and	 energy	 conservation	 equations)	 and	 also	 taking	 account	 of	 	 the	 physical	
behaviour	 of	 materials	 involved	 in	 the	 study	 which	 is	 described	 by	 means	 of	 proper	 constitutive	
relationships.		
Considering	the	historical	background	of	terrorist	attacks	in	the	EU	as	well	as	the	suggestions	from	
stakeholders	and	experts	in	the	railway	transport	field,	different	typologies	of	blast	attack,	e.g.	Person	
Borne	Improvised	Explosive	Device	(PBIED),	VBIED	and	IED,	have	been	assumed	to	occur	at	several	
locations	inside	and	outside	the	reference	station	buildings	considered	for	such	studies.	In	the	case	of	
open	environment	scenarios,	the	empirical	models	were	used	to	obtain	reliable	results	with	limited	
computational	 effort,	 whereas	 for	 occluded	 environment	 analyses	 the	 numerical	 approach	 was	
adopted.		
Serious injury
Fatality
5	
	
	 	 	
Figure 2: Occluded environment PBIED: pressure contours evolution at different instants after bomb detonation
The	 results	 obtained	 for	 the	 selected	 scenarios	 have	 been	 used	 to	 evaluate	 structural	 loading	 and	
damage,	 people	 harm	 (survival	 percentage)	 and	 the	 number	 of	 casualties	 and	 the	 effectiveness	 of	
mitigation	measures.	With	regard	to	structures,	well-established	methods	such	as	the	Single	Degree	Of	
Freedom	(SDOF)	for	dynamic	analyses	was	used.	Harm	to	people	was	evaluated	by	means	of	both	the	
pressure-impulse	 diagrams	 available	 in	 literature	 and	 an	 in-house	 code	 calculating	 a	 projectiles’	
lethality	as	a		function	of	people	density	distribution	around	a	detonation.	
	
	
	
Figure 3: Example of monitored pressure profiles and SDOF model applied to a structural column
Determination	of	the	efficiency	of	some	of	the	mitigation	countermeasures	comes	from	the	critical	
analysis	 of	 simulation	 results.	 Some	 of	 those	 include	 the	 introduction	 of	 passive	 (fixed)	 and	 active	
(operated)	vehicle	barriers	to	enlarge	the	so	called	standoff	distance	and	of	partitions	and	protected	
spaces.	
Modelling	Functional	Resilience	following	an	Attack	
The	aim	of	the	SARA	(SECURESTATION	Attack	Resilience	Assessment)	Tool	is	the	implementation	of	a	
systematic	 framework	 to	 evaluate	 the	 vulnerability	 of	 equipment	 in	 railway	 stations	 to	 security	
threats.	Ideally,		application	of	the	methodology		enables	designers	and	security	experts	to	analyze	a	
given	 railway	 station	 from	 a	 security	 point	 of	 view,	 focusing	 on	 the	 functional	 behaviour	 of	 each	
individual	piece	of	equipment	(e.g.,	ventilation,	communication,	power	supply,	etc.)	installed	in		the	
railway	station.	The	results	of	the	analyses	of	vulnerability	and	availability,	aimed	at	identifying	the	
critical	 components	 and	 ranking	 their	 importance,	 enable	 the	 definition,	 evaluation,	 ranking	 and	
selection	 of	 possible	 mitigation	 measures	 to	 be	 applied	 to	 the	 equipment	 of	 the	 railway	 station	 in	
order	 to	 improve	 its	 resilience	 from	 terrorist	 threats.	 The	 equipment	 considered	 is	 related	 to	 the	
functioning	of	the	station	building	(allowing	passengers	to	access	and	leave	the	transport	operation)	
rather	 than	 the	 operation	 of	 the	 transport	 service	 itself,	 which	 is	 usually	 subject	 to	 other	 types	 of	
safety	and	security	analyses	during	design,	construction,	commissioning	and	operation.		
50
70
90
110
130
150
170
190
210
230
250
0 20 40 60 80 100 120 140 160 180
P
re
ssu
re
	[kP
a]
Time	[ms]
Gauge#	1
Gauge#	2
Gauge#	3
Gauge#	4
Gauge#	5
	
Structural	element	
SDOF	
K	
M	
Blast	Wave	
	
F(t)	
x(t)	
x(t)
6	
	
In	the	tool	the	station	building	is	investigated	from	a	physical	and	functional	point	of	view	representing	
and	linking	together	both	of	these	aspects.	The	model	adopted	also	allows	remedial	options	and	cross-
correlation	aspects	between	the	different	equipment	to	be	considered.	
	
Figure 4: flow diagram of the SARA tool for modelling the functional resilience of a station
A	structural	analysis	aimed	to	represent	the	topological	structure	of	the	station	and	the	network	of	the	
equipment	that	allows	the	functioning	of	the	station	to	be	assessed,	and	a	functional	analysis	aimed	to	
define	the	main	functions	of	the	station	to	be	considered	to	define	an	appropriate	way	of	measuring	
them,	are	performed.		
The	physical	and	functional	models	of	the	station	building	and	its	equipment,	provide	the	basis	for	
defining	the	critical	elements	of	the	equipment	and	the	necessary	mitigation	measures,	and	also	to	
select	a	sub-set	of	these	under	specific	constraints.	A	set	of	attack	scenarios	are	chosen	defining	a	
particular	type	of	threat.	For	each	scenario	a	set	of	user	cases	is	defined	specifying	the	position	of	the	
threat	inside	the	building,	its	magnitude	and	defining	the	effects	in	terms	of	damage	to	the	structure	
of	the	station	and	to	each	element	of	equipment.		
Furthermore,	a	set	of	mitigation	measures	are	defined	on	the	basis	of	the	experience	of	railway	station	
operators	 and	 from	 the	 identification	 of	 the	 critical	 parts	 of	 equipment.	 All	 the	 defined	
countermeasures	 are	 applied	 to	 the	 user	 cases	 during	 the	 phase	 of	 ranking	 and	 selection	 of	 the	
specific	 measure	 that	 best	 enhances	 the	 functionality	 of	 the	 station	 within	 defined	 constraints	 (i.e.	
limited	budget)	or	targeting	a	degree	of	system	resilience	to	be	eventually	achieved.		
The	SARA	Tool	has	been	demonstrated	by	applying	it	to	the	general	‘model	station’	adopted	within	the	
SECURESTATION	project	-	an	interchange	node	constituted	by	a	railway	station,	a	metro	station	and	a	
bus	station.	
3. Conclusion
The	SECURESTATION	project	has	delivered	a	comprehensive	set	of	risk	assessment	and	consequences	
modelling	methods	for	the	design	of	an	economically	sustainable	railway	station	which	is	resilient	to	
terrorist	 attacks.	 The	 methodology	 has	 been	 successfully	 tested	 for	 a	 ‘model	 station’	 and	 already	
applied	to	a	few	real	sites.

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WCRR 2016 paper 392

  • 1. 1 Risk analysis and consequence modelling methodology for improving the resilience of railway stations to terrorist attacks Antonio Lancia 1 *, Gilad Rafaeli 2 , Paul Abbott 2 , Jonathan Paragreen 3 , David Fletcher 3 , Emma Carter 3 , Emiliano Costa 4 , Stefano Porziani 4 and Giulio Valfré 4 . 1 Heuristics GmbH. Capriasca. Switzerland 2 MTRS3 Solutions and Services Ltd. Tel Aviv. Israel. 3 University of Sheffield. Sheffield. United Kingdom. 4 D’Appolonia SpA. Genova. Italy. *Contact: tony.lancia@heuristics.ch Abstract The SECURESTATION project has been executed within the European Union FP7 framework programme, aiming to develop specific tools, models and design guidelines to improve the resilience to terror attacks on railway stations. This paper addresses the research work related to tools and methods for estimating the risks associated with diverse attack scenarios, with different alternate countermeasures and architectural solutions. The developed SECURESTATION Risk Analysis Methodology (“SEST-RAM”) includes methods and procedures for defining the reference attack scenarios and, for each of them, assessing the probability of occurrence, the vulnerability (probability that the attack is successful) and consequences (harm to persons and economic loss). SEST-RAM can be applied in the early stages of railway station design for a risk-based selection of general design and then for a more refined quantitative assessment, limited to the selected design. Guidelines are also given for the challenging task of estimating the probability that a certain attack tactic is selected by the terrorist adversaries. SEST-RAM and the models below have been used in the project for a demonstrative example of risk analysis applied to an ideal “model station” involving most of the safety and security challenges posed by modern large intermodal railway stations. A methodology was defined for evaluating the source terms and for applying Computational Fluid Dynamics (CFD) modelling to predict the dispersion of toxic chemicals in a railway station environment. Different toxic materials and spreading methods were simulated. For each scenario the impact in terms of human harm was assessed, based on toxicity data. The simulations also allowed the formulation of recommendations for building and ventilation system design. A methodology was also defined for modelling the blast effects for diverse types of explosive devices, e.g. IED (Improvised Explosive Device), VBIED (Vehicle Borne IED), etc., at railway stations, principally by Finite Element Method (FEM) computing. Several blast simulations were conducted to demonstrate how the methodology may be used to evaluate the effectiveness of certain architectural solutions in reducing the consequences of blast scenarios. Modelling of fire, smoke spread and passenger evacuation was also included in the project work, using state of the art tools that are already in use for the fire safety evaluation of railway station design but this not discussed in this paper.
  • 2. 2 A further computational tool, SARA, has been designed and demonstrated for simulation of the cascade degradation of safety functions in a railway station following certain initial events corresponding to the terror attack. Its use within risk analysis is particularly important for intermodal and underground railway stations where the safe evacuation of the passengers depends on diverse technological systems (fire extinguishing, power supply, ventilation, lighting, etc.) that may be damaged by an attack and that are partly interdependent. 1. Introduction The resilience of a railway station in the case of terrorist attack provides for the protection of passengers and workers lives and the prompt restoration of public transportation services. Designing and building a new railway station, or refurbishment of an existing railway station, to make them resilient while keeping them economically sustainable is not a trivial task. This paper addresses the risk analyses and modelling solutions developed by a multidisciplinary team of European experts from 2011 to 2014 within the SECURESTATION project, funded under the European Union 7th Framework Programme, project reference 266202. 2. Description Risk Analysis Methodology The SEST-RAM methodology was developed as an upgrade of protocols that were previously used by the same authors in modelling risk for terrorist attacks to various kinds of ground transportation systems. A set of attack scenarios are initially defined as ways in which the considered threats (IEDs, arson, dispersion of toxic substances, etc.) may be applied in diverse parts of the whole station (e.g. mezzanine, shopping area, bus platforms, train platforms, etc.). For each scenario, a “relative risk” value is evaluated as the product of “relative probability of occurrence”, vulnerability (probability that the attack is successful) and consequences (harm to persons and economic loss). “Relative risk” values for individual scenarios are “conditional risk” estimations proportional to actual risk values by a scalar “renormalisation factor” that includes the probability that some form of terrorist attack occurs at a particular railway station over a certain time period. The renormalisation factor is computed only when needed because it generally has a high uncertainty and it widely varies over time due to drifts or sudden changes in socio-political circumstances (demographic variation, insurgences, a new law, peace talks, a change in foreign policy, the arrest of terrorists, etc.). Guidelines are however given within the methodology to compute a reference value for the renormalisation factor and thus to express results as risk values or risk “ranks” (instead of relative risk). The SEST-RAM formal approach also includes rules to obtain representative overall risk values (relative or “absolute”) for a whole railway station from the pool of scenarios, including sets of similar cases whose risk should not be simply summed. Rating the relative probability of attack for a certain scenario is the most difficult and questionable procedure within the evaluation of relative risk because it reflects the preference of a terrorist decision maker for a certain attack plan vs. other alternative ones. Some general guidelines are given on assessing this value, and a method is provided to compute the value in the specific (but common) case of radical fundamentalist groups, using a computation procedure that was calibrated by the risk ratings assigned by a panel of experts to a set of different scenarios.
  • 3. 3 A set of alternative methods are specified for the estimation of vulnerability, including the use of event trees to model the probability that attackers may be successful in the presence of a set of technical and organisational countermeasures. Consequences assessment may be performed for a set of damage classes of interest (e.g. human and economic, direct and indirect, losses) with a level of accuracy varying from coarse parametric or “educated guesses” up to sophisticated computational models such as the ones that were refined and applied in the project, as described below in this paper. The SEST-RAM methodology was defined for integrating an analytical approach to security with the architectural and engineering design activities along the development of the project for new railway stations or for their revamping. The SEST-RAM risk model may be setup and risk computed in a few weeks for one or for a few alternative basic designs, using simple preliminary estimates for vulnerability and losses. In this way risk may be taken into account early in the decision making before the project is adopted and further developed up to construction plans for building and technological systems. The model may then be refined, running more accurate time consuming computations for consequences assessment and by evaluating critical dependencies in the functional availability of technological systems that contribute to the resilience of the railway station, aiming for safe evacuation and the prompt restoration of station operation. Modelling the dispersion of toxic chemicals and the consequences A methodology for simulating chemical dispersions within a railway station environment was developed for the SECURESTATION project with the aim of evaluating the impacts of such attack modes and to produce recommendations for the design of railway stations and their ventilation systems. A general-purpose computational fluid dynamics solver, ANSYS Fluent, was used. To enable a large number of scenarios to be simulated it was necessary to balance solution time with accuracy and therefore the realisable k-epsilon model for turbulence was used in conjunction with unsteady Reynolds-average Navier-Stokes equations as it has been demonstrated to provide a good correlation with experimental simulations, but without requiring excessive processing. Different toxic materials and dispersion methods were simulated. The toxic agents simulated included materials used in the past as chemical weapons such as choking agents, blood gases, blister and nerve agents. From these, materials were selected with different physical properties and densities to enable different dispersion methods and diffusion characteristics to be displayed. The materials selected also ranged from extremely toxic nerve agents where very low concentrations result in serious injury or fatalities, but are controlled materials and therefore more difficult to obtain, to choking agents and blood gases which require higher concentrations to be effective, but are also common industrial chemicals. The dispersion methods simulated depended upon the physical properties of the materials, so the compressed gases were simulated as being dispersed from a pressurized gas cylinder, whilst the volatile liquids were simulated being dispersed as an aerosol and also as evaporating from a pool of liquid by natural vapourisation in the air, as with the 1995 attack on the Tokyo subway. The rate of vapourisation from the pool of liquid was calculated using a similar methodology to Edvard Karlsson et al. and allowed the vapourising liquid to be simulated as a gaseous flow. Similarly for the aerosol dispersion of the volatile liquid it was assumed that the aerosol droplets would rapidly vapourise and could therefore be approximated to a gaseous flow of the toxic material with the carrier gas.
  • 4. 4 The impact of the toxic material dispersions on humans could be evaluated using exposure limit data which are published for chemical safety purposes and present the impact on human health at different concentration levels. These limits can therefore define contours within the concentration plots from the simulations and define the size of the zones where persons within that area would suffer serious injury or receive a fatal dose of toxic material. a) b) Figure 1: a) 3D concentration plot showing the dispersion of HCN gas with strong extraction flows and b) the contours demonstrating the areas of different levels of human harm In general the simulations demonstrated that for the materials with the greatest toxicity, such as the volatile liquid nerve agents, the strongest air ventilation flows diluted them spreading them over a greater area causing increased levels of harm. Whereas, for the materials with reduced toxicity such as the blood gases and choking agents, the dilution effect from the ventilation system rapidly diluted the gases reducing the levels of harm. This demonstrates the need to be able to control the ventilation flow rate and direction to respond depending upon the attack scenario in order to minimise harm. Modelling of Blasts and their Consequences Among the available methods to perform a blast study, in the SECURESTATION Project both empirical methods and numerical techniques have been employed to assess the railway station structural resilience to an attack involving explosive devices. Specifically the empirical approach was based on an extensive experimental database built up after performing a large number of explosion tests by detonating various charges of a reference explosive (typically TNT). The numerical approach involved the numerical resolution of the mathematical system describing the physical phenomena to be studied (mass, momentum and energy conservation equations) and also taking account of the physical behaviour of materials involved in the study which is described by means of proper constitutive relationships. Considering the historical background of terrorist attacks in the EU as well as the suggestions from stakeholders and experts in the railway transport field, different typologies of blast attack, e.g. Person Borne Improvised Explosive Device (PBIED), VBIED and IED, have been assumed to occur at several locations inside and outside the reference station buildings considered for such studies. In the case of open environment scenarios, the empirical models were used to obtain reliable results with limited computational effort, whereas for occluded environment analyses the numerical approach was adopted. Serious injury Fatality
  • 5. 5 Figure 2: Occluded environment PBIED: pressure contours evolution at different instants after bomb detonation The results obtained for the selected scenarios have been used to evaluate structural loading and damage, people harm (survival percentage) and the number of casualties and the effectiveness of mitigation measures. With regard to structures, well-established methods such as the Single Degree Of Freedom (SDOF) for dynamic analyses was used. Harm to people was evaluated by means of both the pressure-impulse diagrams available in literature and an in-house code calculating a projectiles’ lethality as a function of people density distribution around a detonation. Figure 3: Example of monitored pressure profiles and SDOF model applied to a structural column Determination of the efficiency of some of the mitigation countermeasures comes from the critical analysis of simulation results. Some of those include the introduction of passive (fixed) and active (operated) vehicle barriers to enlarge the so called standoff distance and of partitions and protected spaces. Modelling Functional Resilience following an Attack The aim of the SARA (SECURESTATION Attack Resilience Assessment) Tool is the implementation of a systematic framework to evaluate the vulnerability of equipment in railway stations to security threats. Ideally, application of the methodology enables designers and security experts to analyze a given railway station from a security point of view, focusing on the functional behaviour of each individual piece of equipment (e.g., ventilation, communication, power supply, etc.) installed in the railway station. The results of the analyses of vulnerability and availability, aimed at identifying the critical components and ranking their importance, enable the definition, evaluation, ranking and selection of possible mitigation measures to be applied to the equipment of the railway station in order to improve its resilience from terrorist threats. The equipment considered is related to the functioning of the station building (allowing passengers to access and leave the transport operation) rather than the operation of the transport service itself, which is usually subject to other types of safety and security analyses during design, construction, commissioning and operation. 50 70 90 110 130 150 170 190 210 230 250 0 20 40 60 80 100 120 140 160 180 P re ssu re [kP a] Time [ms] Gauge# 1 Gauge# 2 Gauge# 3 Gauge# 4 Gauge# 5 Structural element SDOF K M Blast Wave F(t) x(t) x(t)
  • 6. 6 In the tool the station building is investigated from a physical and functional point of view representing and linking together both of these aspects. The model adopted also allows remedial options and cross- correlation aspects between the different equipment to be considered. Figure 4: flow diagram of the SARA tool for modelling the functional resilience of a station A structural analysis aimed to represent the topological structure of the station and the network of the equipment that allows the functioning of the station to be assessed, and a functional analysis aimed to define the main functions of the station to be considered to define an appropriate way of measuring them, are performed. The physical and functional models of the station building and its equipment, provide the basis for defining the critical elements of the equipment and the necessary mitigation measures, and also to select a sub-set of these under specific constraints. A set of attack scenarios are chosen defining a particular type of threat. For each scenario a set of user cases is defined specifying the position of the threat inside the building, its magnitude and defining the effects in terms of damage to the structure of the station and to each element of equipment. Furthermore, a set of mitigation measures are defined on the basis of the experience of railway station operators and from the identification of the critical parts of equipment. All the defined countermeasures are applied to the user cases during the phase of ranking and selection of the specific measure that best enhances the functionality of the station within defined constraints (i.e. limited budget) or targeting a degree of system resilience to be eventually achieved. The SARA Tool has been demonstrated by applying it to the general ‘model station’ adopted within the SECURESTATION project - an interchange node constituted by a railway station, a metro station and a bus station. 3. Conclusion The SECURESTATION project has delivered a comprehensive set of risk assessment and consequences modelling methods for the design of an economically sustainable railway station which is resilient to terrorist attacks. The methodology has been successfully tested for a ‘model station’ and already applied to a few real sites.