Safety and the use of Underground Space - TU Delft

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February 20, 2009 Vermelding onderdeel organisatie 1 Safety and the use of Underground Space Prof.ir. J.W. Bosch / Ir. C.J. Soons Chair of Underground Space Technology

Transcript of Safety and the use of Underground Space - TU Delft

Page 1: Safety and the use of Underground Space - TU Delft

February 20, 2009

Vermelding onderdeel organisatie

1

Safety and the use of Underground Space

Prof.ir. J.W. Bosch / Ir. C.J. Soons

Chair of Underground Space Technology

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• Awareness of safety issues

• Interaction between technique and society

• Relations with the use of Underground Space

Objective of lecture

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1. Introduction

2. Safety & Risk

3. Risk models

4. Tunnel Safety in the Netherlands

5. Cases: • Delft Spoorzone

• HSLzuid

• RandstadRail

• Utrechtse Baan

• Rotterdam CS

Content

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Introduction

Safety in various fields:

• Aviation

• Industries

• Dikes

• Health care

• Food

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Aviation

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Industries

•External / Internal safety

Fire work disaster Enschede

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Inundation risk

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Unfortunately…

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• Derailment of Metro in Valencia June 2006

(app. 37 lethal victims)

• Mont Blanc tunnel

(1999, flour and margarine - 39 lethal victims)

• Channel tunnel (1996)

• Gotthard tunnel

(head-on collision 2 lorries)

Mont Blanc tunnel

Tunnels

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Layered use of Space

Transport of Hazardous materials

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Thinking of safety

• Lots of social attention

• Lack of (legally) specified safety standards

• Various involved stakeholders: attention for process

• Safety is expensive!

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Safety & Risk

• Safety does not exist!

• Risk = probability of failure * consequences

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• Risk:

• Probabilistic approach:

All type of incidents.

• Deterministic approach (fire brigades)

Scenario thinking of several incidents

Risk = probability of failure * consequence

Safety characteristics (1)

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Safety characteristics (2)

•Integral approach:

• Internal safety

(using airplane, train, working in factory – objective)

• External safety (near industry/rail track - objective)

• Social safety (subjective)

station

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Safety characteristics (3)

• Group risk

• Individual risk

• ALARA principleInternational standards in FN format

1,0E-11

1,0E-10

1,0E-09

1,0E-08

1,0E-07

1,0E-06

1,0E-05

1,0E-04

1,0E-03

1,0E-02

1,0E-01

1,0E+00

10 100 1000 10000

n (number of fatalities)

P(N

>n

) [1

/yea

r]

Societal risk criterion in The Netherlands

1,0E-11

1,0E-10

1,0E-09

1,0E-08

1,0E-07

1,0E-06

1,0E-05

1,0E-04

1,0E-03

1,0E-02

1,0E-01

1,0E+00

1 10 100 1000 10000

n (number of fatalities)

P(N

>n) [

1/ye

ar]

negligible

not acceptable

ALARA

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Internal safety

• Integral approach

• Safety Chain - Prevention is better than cure

• Self Rescue - Main point on ability to evacuate oneself

• Safe Haven approach

• Normative scenarios for aid and assistance – not everyone can be rescued

• Clear responsibility for remaining risks

A Tunnel B

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Safety Chain

Pro-Action Prevention Preparation Repression Follow-up

• Pro-action Safety measures in planning stage (pre-construction)

• Prevention Measures and provisions to prevent accidents

• Preparation Preparation and provisions to mitigate accidents

• Repression Actions during accident

• Follow-up Dealing with post-accident situations

Think of detection, extinguish, self rescue measures etc. in all parts of the system.

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Risk models

Scenario analysis:

Process analysis of one specific incident, incorporating all implemented safety measures, in a story wise manner.

QRA-models

• Failure Mode & Effect Analysis (FMEA)

• Event tree

• Fault tree

• Bayesian method

• Etc.

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FMEA

Failure mode Failure cause Effect of failure

logistic problems planning fault time loss

collapse of concrete element design fault costs, time loss, fatalities

fixing concrete elements element falls costs, time loss, loss of quality, fatalities

huge deformations of elements element collapses and falls costs, time loss, loss of quality, fatalities

no right composition of concrete production fault costs, time loss, loss of quality

fire in building gas leak costs, time loss, loss of quality, fatalities

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Bow-tie model

Fault tree fire:possible causes of fire

Event tree fire: possible development of fire

FIRE

Causes of fire:• Fire due to maintenance• Arson• Fire due to technical defect• Fire due to short circuit• Fire due to accident

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Event tree

This represents the possible development of a fire in a metro system

Chance of failure of each step (probability) ⇒ Chance stop in tunnel

Cause of fire?

Detection? Developmentof fire?

Large orsmall fire?

Stop in tunnel?

Extinguish?

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QRA - Output

FN curve of fire in passengers area

1.00E-11

1.00E-10

1.00E-09

1.00E-08

1.00E-07

1.00E-06

1.00E-05

1.00E-04

1.00E-03

1.00E-02

1.00E-01

1.00E+00

1 10 100 1000

Number of victims (N)

exce

edin

gs fr

eque

ncy

per

year

general metrosystem

metro systemwithout anysafety measures

maximumstandard

minimumstandard

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Part of safety management and risk control

Risk assessment

Qualitative

Risk analysis

Risk analysis

Quantitative

Risk analysis

Risk estimation

Scope definition

Hazard identification

Frequency analysis

Scenario

development

Consequence

analysis

Risk picture

Risk

evaluation

Additional risk

reducing measures

Acceptable

criteria

Risk

reducing

measure

s

This risk approach is used in several working fields:

• Dikes

• Health Care

• Foods

•Traffic (aviation, roads, rail, metro)

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Safety in the Netherlands

• Large incidents in tunnels worldwide

• Severe incidents in the Netherlands

• Enschede (2000)

• Volendam (2001)

Focus for safety increased!

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Safety in tunnels (Netherlands)

Can tunnels be considered “safe”?

• No legislation (EU nor NL until 2007)

• No standard

• No standard risk model

Consequence:

• Different safety levels in similar/comparable projects.

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Standard ?

Comparing standards used in:

• RandstadRail (metro/LightRail)

• Statenwegtunnel

• Haagse tramtunnel

• North/Southline (metro-A’dam)

To rail and road projects :

• Westerscheldetunnel (WST- road)

• Green Hart tunnel (HSL- rail)

Amsterdam

Rotterdam

the Hague

Belgium

Germany

North Sea

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Standard ?

F-N curvesgroup risk per trajectkilometer

1,0E-09

1,0E-08

1,0E-07

1,0E-06

1,0E-05

1,0E-04

1,0E-03

1,0E-02

1,0E-01

1,0E+00

1,0E+01

1 10 100 1000 10000

Number of lethal victims (N)

exce

edin

gs fr

eque

ncy/

year

Canal tunnel (UK/France)

Jubilee line (metro-UK)

Randstadrail (lightRail in theNetherlands)

Western Scheldt tunnel (road tunnelin the Netherlands)

Statenwegtunnel (part ofRandstadRail project)

Souterrain (part of RandstadRailproject)

North/Southline (metro inAmsterdam)

Green Hart tunnel (rail tunnel in HighSpeed Line in theNetherlands)HSL=spoornorm Deel B

VROM (external safety level in theNetherlands)

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Safety in tunnels - legislation

• EU Directives 2004/54/EG

• Implementation in Dutch Legislation + additional safety measures (valid on May 2006)

Additional measures:• One direction of traffic

• Ventilation and Traffic control centre

• Shorter distance between:

• emergency posts

• emergency exits

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Case 1: Spoorzone Delft

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Internal safety

Station

Internal safety

Station

Social

safety

Surroundings of station

Social

safety

Surroundings of station

External

safety

surroundings

External

safety

surroundings

Rail safety

Track

Rail safety

Track

Public safety

Emergency services

Public safety

Emergency services

External

safetyEnd of tunnel

External

safetyEnd of tunnel

Traffic safety

Surroundings of station

Traffic safety

Surroundings of station

Tunnel

Safety

Tunnel

Tunnel

Safety

Tunnel

Construction safety

Tunnel and buildings

Construction safety

Tunnel and buildings

Integral safety process

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Rail

tunnelTram-

Roads

Cyclists

squares

Station Parking

Housing

Offices

Hotel

Shops

Bars

Human

factors

Integral system

Spoorzone Delft

BZK ROVERVROM RAILNED V & W HaaglandenMunicipality ProRail

Safety

Coordination

Design stage

Construction stage

Exploitation stage

Delft - Integral safety

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Safety studies

• Safety concept (2001)

• Quickscan Safety (2002-2003)

• Self rescue concepts (CFD-calculations)

• Program of safety requirements (2006)

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Quickscan veiligheid ('++' = hoger veiligheidsniveau,

'--' = lager veiligheidsniveau, 'OO' = gelijk veiligheidsniveau)

Spoorviaduct & omgeving

Nieuw gebied Delft Centraal

Interne veiligheid - Botsing OO - Ontsporing -- ++ - Brand ++ -- - Aanrijding OO - Ongevallen met in- en uitstappen

OO

- Wateroverlast OO - Explosie ++ -- - Elektrocutie OO - Gaslekkage en/of bedwelming

++ --

- Onbeheerste stop OO

Quickscan Spoorzone Delft (1)

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Quickscan veiligheid ('++' = hoger veiligheidsniveau '--' = lager veiligheidsniveau)

Spoo rviaduct & omgeving

Nieuw gebied Delft Centraal

Externe veiligheid - Explosie -- ++ - Vrijkomen van giftige stoffen

-- ++

- BLEVE -- ++ - Brand -- ++ - Ontsporing -- ++ Sociale veiligheid - Criminialiteit -- ++ - Discomfort -- ++

Quickscan Spoorzone Delft (2)

Introduction Safety& Risk Risk Models Safety in NL Cases

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• Project organisation HSL-Zuid

• Characteristics project HSL-Zuid

• Route with lots of civil structures (tunnels a.o.)

• National and international transport

• Type of contracts• Bored tunnel Green Hart

Case 2: Project HSL-Zuid

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Aiming at Safety

• Integral safety Plan (ISP)

• Safety standard

• Safety chain

• Type of accidents:

• clash

• fire

• derailment

• collision

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1. Probabilistic approach

2. Deterministic approach

( Develop normative scenarios )

3. ALARA-principle (As Low As Reasonable Achievable)

Safety standard

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• No level crossings

• Minimal amount of switches

• Train Control System

• Hotbox-detection in train

• Derailment provision in track

• Robustness of trains

Accident type: Derailment

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1. Prevention

2. Self rescue

3. Aid and assistance

Strategy by fire

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• 5 different fire curves

• Evacuation time from train: 2 minutes

• Width of emergency route: 1,50 meter

• Distance to emergency door: 150 meter

Ability to evacuate oneself

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• Lightrail system Rotterdam - Den Haag

• Tunnel of 3 km (incl. TBM driven part)

• Via Central Station, Statenweg Station to Kleiweg

boortunnel boortunnel

conventionele tunnel

conventioneletunnel

conventioneelgebouwd station

138m 993m 125m 1355m 312m

CS KleiwegSFD

Case 3: Randstadrail

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• Closed system (vehicles, operator, etc.)

• Stations every 1000 meter (or less)

• Travel time of 1,5 –2 minutes between stations)

Consideration:

“ What scenario to facilitate to evacuate oneself?”

Characteristics metro system

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• Greater diameter:

• Wider escape routes

• More room for smoke outlet

• Installation of ventilation

• More cross connections

Option: Evacuation from tube

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• Measures to prevent departure of malfunctioning metro trains

• Measures to prevent metro train from stopping in the tunnel

• Exploitation model in which the metro train is alwaysable to reach the next station (free ride)

• Optimal ability to evacuate oneself in stations

Safe Haven Concept

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• How is fire started?: historical data

• How can fire be detected?

• How do metro trains fail and come to a halt in tunnels?

• How could the ability to evacuate oneself and the aid and assistance at stations be optimized?

• What else is there to improve?

Use of scenario analysis (1)

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• Systems at the station for detection of heat in the lower bodywork of the metros

• Convert emergency break bridge

• Improve maintenance procedures

• Surveillance in trains and on platforms with cameras or personnel

• Material requirements for redundancy

Use of scenario analysis (2)

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Case 4: Utrechtse Baan

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Risks layered use of land

Risks during construction period (crossing road)

• Distraction of road users

• Dropping construction parts / waste

• Collision of assisting constructions

• Overload of assisting constructions

• Fire

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Risks during normal use (1)

• Explosion LPG-lorry under / in front of superstructure

• Burning vehicle under / in front of superstructure

• Inconvenience for users of building

• Distraction road users

• Abrupt transition open-closed

• Falling objects from buildings on road

Introduction Safety& Risk Risk Models Safety in NL Cases

Risks multispace use

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Risks during normal use (2)

• Fire central under superstructure

• Maintenance road surface

• Maintenance facade of building

Risks layered use of land

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Case 5: Rotterdam CS

Rotterdam Centraal

• Train (+1),

• Shops (0)

• Metro(-1),

• Bus (0),

• Taxi (0),

• Cycles (-1),

• Kantoor(+1),

• Café, (+1)

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Concluding Remarks• Safety process:

•Cooperation stakeholders for guaranteeing safety (design as wellas the exploitation stage)

•Already in the design stage the safety aspect should be taken into account.

• Cost-effective and systematic approach. Safety is expensive!

• Interaction between components of the system.

• Human factors

Arnhem (22-11-06) Rotterdam (21-11-06)

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Policy factor

Statistics of causes of death Acceptance of risk Policy factor

high yes 10-2 Mountaineering illness 10-4 motoring

flying

10-6 factory

βi = 100 βi = 10 βi = 1 βi = 0,1 βi = 0,01

low no Pro

bab

ility

of d

yin

g p

er y

ear

volu

nta

rines

s

dire

ct b

enef

it

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North/Southline

•Metro line from the north of Amsterdam to the south (9km)

•Bore tunnel of 6km in length

•Separate directions of traffic

•Cross section or a station each 350m

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• LightRail connection between the Hague,

Rotterdam and Zoetermeer.

• Both tram as LightRail vehicles

• Two tunnels:

• Haagse tramtunnel

• Statenwegtunnel

RandstadRail track

RandstadRail

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Haagse tramtunnel – the Hague

Haagse tramtunnel

Track Haagse tramtunnel

• Tramtunnel through the centre of

the Hague (1,2 km)

• Two directions of traffic in tunnel (level -2)

• Each 60m emergency exits to the abovelaying car park (level -1)

station

tram tunnel

underground car park

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Statenwegtunnel - Rotterdam

3D animation Statenwegtunnel

Track Statenwegtunnel Rotterdam

• The bore tunnel connects Rotterdam Central Station to LightRail track to the Hague.

• Connected to Rotterdams metro system

• Bore tunnel: separate directions of trafficwith a length of 3km.

• Every 350m cross-sections.

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Safety in tunnels- Dutch legislation

Wet aanvullende regels veiligheid Wegtunnels (WARVW)

• Part A (Process demands)

• Part B (Safety demands/standards for road and rail tunnels)

Two research methods (compulsory):

• Scenario analysis (road/rail tunnels)

• Quantitative risk assessment (no standard model)

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Normative scenario for fire

Maximum of 2000 persons on the train

• Fire in the back of the train

• Safe within 15 minutes

• Train stops outside of the tunnel

• Train stops within 5 minutes from the start of the fire in the tunnel; evacuation within 10 minutes