hpcl qra
TRANSCRIPT
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DET NORSKE VERITAS
Report on
QRA for POL IRDs/ depots
BHARATPUR
For
Hindusthan Petroleum Corporation Limited
Mumbai 400 001Maharashtra, India
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QRA for POL IRD/depot
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QRA for POL IRDs/ depots
Bharatpur
DET NORKSE VERITAS AS
EMGGEN CHAMBERS,
10C.S.TROAD,VIDHYANAGARI,
SANTACRUZ (E),KALINA
MUMBAI 400098
TEL:+912226676400
FAX: +912226653380
http://www.dnv.com
For:
Hindusthan Petroleum Corporation LimitedGresham Assurance Building, Sir P.M. Road,
Post Box No. 198, Fort,
Mumbai 400 001
Maharashtra, India
Account Ref.:
K Somashekhar Rao, Sr. Manager HSE-O&D
Date of First Issue: 2013-05-29 Project No. PP046380
Report No.: 12QR1P2-27 Organisation Unit: Maritime & Oil and Gas, India
Revision No.: 02 Subject Group: SHE
Summary:
DNV conducted Quantitative Risk Assessment (QRA) for HPCL POL IRDs/ depots. This QRA Study aimsto identify Individual and Societal Risk associated with the Bharatpur location. This report presents the
DNVs findings and conclusion from the study.
Prepared by:Vishalakshi Daine
ConsultantSignature
Verified byAnil Bhat Avvari
ConsultantSignature
Approved by:
Salian Varadaraja
Project Sponsor Signature
No distribution without permission from the client or responsibleorganisational unit (however, free distribution for internal use
within DNV after 3 years)Indexing Terms
No distribution without permission from the client or responsible
organisational unitKeyWords
QRA
Strictly confidentialServiceArea
SHE Risk Management
Unrestricted distributionMarket
Segment
Oil & Gas
Rev. No. / Date: Reason for Issue: Prepared by: Verified by Approved by:
02/30-07-2013 Draft report issued to HPCL
for comments
VDAI AVAB VASAL
All rights reserved. This publication or parts thereof may not be reproduced or transmitted in any form or
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Executive Summary
Det Norske Veritas (DNV) conducted a Quantitative Risk Assessment (QRA) study
covering the entire HPCL POL IRDs/ depots. The presentation of results is in line with
UK HSE guidelines. This report presents the DNVs study findings and conclusion from
the study for the Bharatpur.
The overall objective of the QRA study is to quantify the level of individual fatality risks
associated with the Bharatpur; and to demonstrate that the level of risks is in compliance
with the UK HSE guidelines
Based on the QRA study for the Bharatpur, the following conclusions and
recommendations can be drawn:
Area under Study Major HazardRecommended Control
/Mitigation
Tank Farm
Pool fire and Tank fire are
major events in the Tankfarm area, leading to the
escalation of the fire fromone tank to the another
Ensure availability ofwater spray system in thetank farm area for
protecting the tank from
the external fire
Ensure regularmaintenance procedure to
reduce likelihood of failureof the valves, flanges and
pipes
Pump House Area
Release of pressurizedinventories from the pump
house may cause severe
damage in the Depotpremises
Consider providing HC
detectors in Pump house
area
Gantry Operations
Fire due to Leak during TT
loading operations. Major
events of pool fire due toleak or spillage, flash fire
are observed Hazardous
As the gantry area is ahigh risk
and high consequencezone, ensure minimum
activity of trucks andpersonnel in this area.
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Area under Study Major HazardRecommended Control
/Mitigation
gantry and TT crew.
Consider provision of HCdetectors for early
detection of
hazardous leaks.
Ensure training, SOP,emergency procedures
established andimplemented for all
personnel at gantry.
Ensure PPE usage by all
personnel.
Ensure that the loaded
trucks spend minimumtime near the gantry after
the loading operations
Office Building
Fire radiation due to leak
from the loaded tanker
trucks.
Ensure that the loadedtrucks spend minimum
time near the gantry after
the loading operations
Even though the Individual and societal risk levels of the Bharatpur has been found to be
in ALARP region in assessing with HSE UK risk criteria, In order to maintain the level of
risk at this level, cost effective risk mitigation measures should be implemented to
mitigate the risks to a level that is As Low As Reasonably Practicable (ALARP).
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GLOSSARY
ALARP: As Low As Reasonable Practical
HSE : Health Safety Environment
IR : Individual Risk
JF : Jet Fire
kW/m2 : Kilo Watt per Square Metre, a measure of heat flux or radiant heat
LFL : Lower Flammable LimitLOC : Loss of containment
LSIR : Location Specific Individual Fatality Risk per year
P&ID : Piping and Instrumentation Diagram
PLL : Potential Loss of Life
QRA : Quantitative Risk Assessment
UFL : Upper Flammable Limit
UK HSE: UK Health and safety Executive
VCE : Vapour Cloud Explosion
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TABLE OF CONTENTS
Executive Summary .......................................................................................................... III
1
INTRODUCTION .......................................................................................................... 1
1.1 Background ............................................................................................................ 1
1.2 Objectives ............................................................................................................... 1
1.3
Scope of Study ........................................................................................................ 1
1.4 Report Structure ...................................................................................................... 2
1.5 Facility Description................................................................................................. 3
1.6 Input Data ............................................................................................................... 5
1.6.1 Material Inventory ................... ......................................................................... 5
1.6.2 Process Conditions ........................................................................................... 5
1.6.3 Material Composition ....................................................................................... 5
1.6.4
Weather ............................................................................................................ 5
1.6.5 Ignition Sources................................................................................................ 5
1.6.6 Population ........................................................................................................ 5
2
RISK ASSESSMENT CRITERIA ................................................................................ 6
2.1 UK HSE criteria ...................................................................................................... 6
2.2 Individual Risk Criteria ........................................................................................... 7
2.3 Societal Risk Criteria .............................................................................................. 8
3
RISK RESULTS ............................................................................................................ 9
3.1 Individual Risk ....................................................................................................... 9
3.2 Societal Risk ......................................................................................................... 11
3.2.1 FN Curve ........................................................................................................ 11
4
CONCLUSIONS AND RECOMMENDATIONS ....................................................... 13
5
REFERENCES ............................................................................................................ 15
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List of Tables
Table 2-1: Societal Risk Criteria Onsite ............................................................................................................... 8
Table 3-1: LSIR ....................................................................................................................................................... 9
List of Figures
Figure 1-1: Bharatpur Layout ............. ............ .............. ............. .............. ............ ............. .............. .............. .......... 3Figure 1-2: Bharatpur Layout .................................................................................................................................. 4
Figure 2-1: ALARP Principle .................................................................................................................................. 6
Figure 2-2: FN Curve and Criterion Line ................................................................................................................ 7
Figure 3-1: Individual Risk Contours for Bharatpur ............................................................................................. 10
Figure 3-2: FN Curve Onsite ................................................................................................................................. 11
Figure 3-3: FN Curve Offsite ................................................................................................................................ 12
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1
INTRODUCTION
1.1 Background
Det Norske Veritas (DNV) conducted a Quantitative Risk Assessment (QRA) study
covering the entire HPCL POL IRDs/ depots. The presentation of results is in line with
UK HSE guidelines. This report presents the DNVs study findings and conclusion from
the study for the Bharatpur.
1.2 Objectives
The overall objective of the QRA study is to
- Quantify the level of individual fatality risks associated with the Bharatpur; and
- Demonstrate that the level of risks is in compliance with the UK HSE guidelines
1.3 Scope of Study
DNV has performed the work in accordance to the UK HSE guidelines. Following are the
important aspects of this study:
- Verify the individual and societal risk levels in accordance with UK HSE criteria
- Tabulation of the consequences in terms of:
Distances to radiation levels, Lower Flammability Limit (LFL) and
explosion overpressure for different weather classes according to specific
criteria classes.
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1.4
Report Structure
This report presents:
Section 1 Introduction
This section provides a general introduction of the project, the main
objectives of the QRA study, the scope of study, and the structure of this
report.
Section 2 Risk Assessment Criteria
This action outlines the risk criteria applied in this QRA study.
Section 3 Risk Results
This section provides the risk results due to process hazard
Section 4 Conclusions and Recommendation
This section outlines the overall conclusions of the study and provides the
recommendation to be implemented in order to ensure ALARP
performance in the operation.
Section 5 Reference
This section details the reference used in this QRA.
Annexe 1 QRA Methodology
This appendix explains the QRA methodology applied in this QRA.
Annexe 2 Assumptions Register
The assumptions presented are applied in the modelling and preparation
of the reports/technical notes.
Annexe 3 Failure case and frequency analysis
This appendix defines the failure cases selected for analysis, as well asthe corresponding frequencies.
Annexe 4 Consequence Analysis
This appendix presents outcome of an event in terms of toxic, fire and
explosion.
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Report No.: 12QR1P2-27
Rev 02, 30thJuly, 2013
Page 3
1.5 Facility Description
The Bharatpur layout is shown in the figure below.
Figure 1-1: Bharatpur Layout
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Page 4
Figure 1-2: Bharatpur Layout
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1.6 Input Data
1.6.1
Material Inventory
Material required for the QRA study is taken from the Mass and Energy balance sheet
provided by the client. The static and dynamic inventory is calculated based on the flow
rate and equipment dimension provided by the client. The inventory details with respect
to vessel and pipelines is given at Annexe 3 - Failure case and frequency analysis.
1.6.2 Process Conditions
The process conditions like temperature and pressure required for the QRA study is taken
from the Mass and Energy balance sheet and Process flow diagram provided by the client.
The details are placed in a table at Annexe 3 - Failure case and frequency analysis.
1.6.3
Material Composition
Material required for the QRA study is taken from the Mass and Energy balance sheet
provided by the client for most of the cases. If the data is not available suitable
representative material is considered as per DNV Technical note 13 and international
standard. This is explained in Assumption Register (Annexe 2) in detail.
1.6.4
Weather
Meteorological data are required at two stages of the QRA. First, various parts of the
consequence modelling require specification of wind speed and atmospheric stability.
Second, the impact (risk) calculations require wind-rose frequencies for each combination
of wind speed and stability class used.
1.6.5 Ignition Sources
In order to calculate the risk from flammable materials, information on the ignition
sources (which are present in the area over which a flammable cloud may drift) is
required.
1.6.6
Population
All the population details are provided to the study and the presence factor is explained with
respect to the unit is given in details in Assumption Register (Annexe 2).
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2
RISK ASSESSMENT CRITERIA
In order to determine acceptability, the risk results are assessed against a set of risk
criteria as per UK HSE criteria.
2.1 UK HSE criteria
Following points details the UK HSE guidelines:
- An individual risk below 1 x 10-6 fatalities per year is considered as acceptable for
both plant workers and public. An individual risk above 1 x 10-4
fatalities per year for
public is considered as unacceptable and an individual risk above 1 x 10-3
fatalities
per year for workers is considered unacceptable. Between these limits the risk is
considered as ALARP (As Low as Reasonably Practicable). An indication of this is
shown in the below figure
Figure 2-1: ALARP Principle
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Often casualties are defined in a risk assessment as fatal injuries, in which case N is
the number of people that could be killed by the incidents.
Figure 2-2: FN Curve and Criterion Line
2.2 Individual Risk Criteria
The UK HSE Individual Risk Criteria was considered to assess the risk for HPCL POL
IRDs/ depots. Individual risk above 10-3 per annum for any person shall be considered
intolerable and fundamental risk reduction improvements are required.
Risk criteria for Individual Risk for on-site are as follows:
- Individual risk levels above 1 x 10-3per yearwill be considered unacceptable and
will be reduced, irrespective of cost
- Individual risk levels below 1 x 10-6per yearwill be broadly acceptable
- Risk levels between 1 x 10-3 and 1 x 10-6per year will be reduced to levels as low as
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2.3
Societal Risk Criteria
When considering the risk associated with a major hazard facility, the risk to an
individual is not always an adequate measure of total risks; the number of the individuals
at risk is also important. Catastrophic incidents with the potential multiple fatalities have
a little influence on the level of risk but have a disproportionate effect on the response of
society and impact of company reputation.
The concept of societal risk is much more than that for individual risk. A number offactors are involved which make it difficult to determine single value criteria for
application to a number of different situations. These factors include;
- The hazard, the consequential risks and the consequential benefits
- The nature of assessment
- Factors of importance to the company, government, regulators and authorities, public
attitudes and perception and aversion to major accidentSocietal risk is the relationship between frequency of an event and the number of people
affected. Societal risk from a major hazard facility can thus be expressed as the
relationship between the number of potential fatalities N following a major accident and
frequency F at which N fatalities are predicated to occur. The relationship between F and
N, and the corresponding relationship involving F, the cumulative frequency of events
causing N or more fatalities, are usually presented graphically on log-log axis.
DNV has used following societal risk criteria. Societal risk should not be confused as
being the risk to society or the risk as being perceived by society. The word societal is
merely used to indicate a group of people and societal risk refers to the frequency of
multiple fatality incidents, which includes workers and the public. Societal risk is usually
represented by an FN (Frequency Number of Fatality) curve.
Table 2-1: Societal Risk Criteria Onsite
Maximum Tolerable
Intercept With N=1
Negligible
Intercept With N=1
10-2
10-4
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3
RISK RESULTS
3.1
Individual Risk
Location specific individual risk (LSIR) is used to indicate the risk at a particular
location. It is the risk for a hypothetical individual who is positioned there for 24 hours
per day, 365 days per year. It is a standard output from a QRA. In onshore studies, the
geographical variation of LSIR may be represented by iso-risk contour plots and used for
land-use planning. In offshore studies, an LSIR value is normally computed for each
separate module on the installation. Since in reality people do not remain continually at
one location, this is not a realistic risk measure.
Table 2.1 presents the LSIR
Table 3-1: LSIR
S.No Location LSIR Remarks
1 D.G Control room 5.62E-07 Acceptable
2 Gantry 7.38E-07 Acceptable
3 Office Building 3.60E-06 Acceptable
4 Workers change room 3.34E-06 Acceptable
Table 3-2: Major Risk Contributors to office building
S.No Location Risk/yr %
1 Large Leak from MS Tanker 8.42E-07 23.40
2 Large Leak from SKO Tanker 7.22E-07 20.08
3 Large Leak from HSD Tanker 6.25E-07 17.39
4 Medium leak from MS Tanker 3.91E-07 10.88
5 Medium leak from SKO Tanker 2.97E-07 8.27
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Page 10
Figure 3-1: Individual Risk Contours for Bharatpur
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3.2
Societal Risk
3.2.1 FN Curve
FN curve defines the societal risk. It represents the relationship between the frequency
and the number of people suffering a given level of harm from the realisation of specified
hazards. It is usually taken to refer to the risk of death and usually, expressed as a risk per
year.
The following figure presents the onsite societal risk FN Curve for Bharatpur. The blueline represents the upper limit of risk and the green line represents the lower level of
risk. The region between this two represents the risk in the ALARP (AS LOW AS
REASONABLY PRACTICABLE) region. The region beyond the blue line indicates the
unacceptable region and the region below blue line represents the broadly acceptable
region. The red line represents the level of societal risk that has been realised around
Bharatpur.
Figure 3-2: FN Curve Onsite
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Compared to the UK HSE risk criteria, the FN Curve shows that societal risk is withinthe Acceptable region and does not exceed the unacceptable criteria.
FN Curve Offsite
No Risk curve found for offsite population
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4
CONCLUSIONS AND RECOMMENDATIONS
Area under Study Major HazardRecommended Control
/Mitigation
Tank Farm
Pool fire and Tank fire are
major events in the Tank
farm area, leading to the
escalation of the fire fromone tank to the another
Consider providing waterspray system in the tank
farm area for protectingthe tank from the external
fire
Ensure regularmaintenance procedure to
reduce likelihood of failureof the valves, flanges and
pipes
Pump House Area
Release of pressurizedinventories from the pump
house may cause severe
damage in the Depot
premises
Consider providing HCdetectors in Pump house
area
Dyke should be provided
to the pumps to limit poolformation of the release
inventory
Gantry Operations
Fire due to Leak during TTloading operations. Major
events of pool fire due to
leak or spillage, flash fireare observed. Hazardous
radiation levels of 12.5kw/m2 and 37.5 kW/m2 are
observed close to gantry.
As the gantry area is ahigh riskand high consequencezone, ensure minimum
activity of trucks andpersonnel in this area.
Ensure emergency escape
routeis provided and informedto all
gantry and TT crew.
Consider provision of HC
detectors for early
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Area under Study Major Hazard Recommended Control/Mitigation
Ensure training, SOP,emergency procedures
established and
implemented for allpersonnel at gantry.
Ensure PPE usage by allpersonnel.
Ensure that the loadedtrucks spend minimum
time near the gantry afterthe loading operations
Office Building
Fire radiation due to leak
from the loaded tanker
trucks.
Ensure that the loadedtrucks spend minimum
time near the gantry after
the loading operations
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5
REFERENCES
- Methods for the calculation of physical effects due to releases of hazardous
materials (liquids and gases) TNO Yellow Book, CPR 14E, 2005
- A Flack / B Bain / T Lindberg / J R Spouge Process Equipment Failure
Frequencies Rev. 04, October 2009 for Process Pipes, Pumps, Atmospheric
Storage Tank
- CCPS, Guidelines for Consequence Analysis of Chemical Releases, American
Institute of Chemical Engineers, 1999.
- Lees, F. P., Loss Prevention in the Process Industries, Butterworth-Heinemann,
1996
- Oil Industry Safety Directorate (OISD), First Edition, August 2007.
- Robin Pitblado, Andreas Flack, Phil Crosthwaite, David Worthington,
Consequence Handbook, Report no.:70037714, August 2008
- TNO, Guidelines for Quantitative Risk Assessment, The Purple Book, 2009
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Annexe 1
QRA Methodology
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Table of Contents
1 QRA METHODOLOGY ............................................................................................... 1
1.1 Introduction to Risk Assessment ............................................................................. 1
1.2 What is QRA? ......................................................................................................... 2
1.3 Key Components in QRA ....................................................................................... 2
2 QRA APPROACH ......................................................................................................... 5
2.1.1 Hazard Identification ........................................................................................ 5
2.2 Consequence Modelling/Phast Software ................................................................. 6
2.3 Frequency Analysis................................................................................................. 7
2.4 Risk Calculation/PHASTRISK Software ................................................................. 7
2.4.1 Built-In Event Trees ......................................................................................... 7
2.4.2 Atmospheric Condition ................................................................................... 10
2.4.3 Risk Presentation: .................... ....................................................................... 10
3 QRA SOFTWARE TOOL ........................................................................................... 12
D N V
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List of TablesTable 2-1: Explosion Overpressure Effects ............................................................................................................. 6Table 2-2: Effects of Thermal Radiation ................................................................................................................. 7Table 3-1 PHAST RISK Default Vulnerability Parameters .................................................................................. 17
List of Figures
Figure 1-1: QRA methodology ................................................................................................................................ 3Figure 1-2: ALARP Principle .................................................................................................................................. 4Figure 2-1 : Event Tree 1 Continuous Vapour Release ........................................................................................ 8Figure 2-2: Event Tree 2 Continuous Release with Rainout ................................................................................ 8Figure 2-3: Event Tree 3 Instantaneous Vapour Release...................................................................................... 9Figure 2-4: Event Tree 4 Instantaneous Release with Rainout ............................................................................. 9
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1
QRA METHODOLOGY1.1 Introduction to Risk Assessment
This section is presented to assist the reader who is not familiar with the terms used in
this document and for those who are familiar to confirm DNV understanding of the terms
and their application in the context of this document. An oil & gas facility has the
potential to cause harm such as:
- Sickness, injury or death of workers and people in the surrounding community- Damage to property and investments
- Degradation of the physical and biological environment
- Interruption to production and disruption of business
A state or condition having the potential to cause a deviation from uniform or intended
behaviour which, in turn, may result in damage to property, people or environment, is
known as hazard. Thus a scraper trap is a hazard because it has the potential to cause a
fire; processes such gas compression is a hazardous activity because it has the potential to
cause fires and explosions. The word hazard does not express a view on the magnitude
of the consequences or how likely it is that the harm will actually occur. A major
hazard is associated with Loss of Containment and has the potential to cause significant
damage or multiple fatalities. Again, the term does not imply that such events are likely.
Incidents are the actual realization of a hazard, i.e. an event or chain of events, which has
caused or could have caused personal injury, damage to property or environment. Theyare sudden unintended departures from normal conditions in which some degree of harm
is caused. They range from minor incidents such as a small gas leak to major accidents
such as Flixborough, Mexico City, Bhopal, Pasadena, Texas City, etc. Sometimes, the
more neutral term event is used in place of the more colloquial term incident. For
flammable incidents, ignition has to take place for a hazard to be realized.
Risk is the combination of the likelihood and the consequences of such incidents. More
scientifically, it is defined as the likelihood of a hazard occurrence resulting in an
undesirable event. The likelihood may be expressed either as a frequency (i.e. the rate of
events per unit time) or a probability (i.e. the chance of the event occurring in specified
circumstances). The consequence is defined as an event or chain of events that result from
the release of a hazard The impact or effect is the degree of harm caused by the event
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1.2
What is QRA?Quantitative risk assessment (QRA) is a means of making a systematic analysis of the
risks from hazardous activities, and forming a rational evaluation of their significance, in
order to provide input to a decision-making process.
QRA is sometimes called probabilistic risk assessment term originally used in the
nuclear industry. The term Quantified Risk Assessment is synonymous with QRA as
used here. The term quantitative risk analysis is widely used, but strictly this refers to
the purely numerical analysis of risks without any evaluation of their significance.
QRA is probably the most sophisticated technique available to engineers to predict the
risks of accidents and give guidance on appropriate means of minimizing them.
Nevertheless, while it uses scientific methods and verifiable data, QRA is a rather
immature and highly judgmental technique, and its results have a large degree of
uncertainty. Despite this, many branches of engineering have found that QRA can give
useful guidance. However, QRA should not be the only input to decision-making aboutsafety, as other techniques based on experience and judgment may be appropriate as well.
1.3 Key Components in QRA
The study is based on the premises of a traditional Quantitative Risk Assessment. The key
components of QRA are explained below, and illustrated in Figure 1-1.
The first stage in a QRA is defined as system definition where the potential hazardsassociated with a facility or activities are to be analyzed. The scope of work for a QRA
should be to define the boundaries for the study, identifying which activities are to be
included and which are excluded, and which phases of the facilitys life are to be
assessed. The hazard identification consists of a qualitative review of possible accidents
that may occur, based on previous accident experience or judgment where necessary.
There are several formal techniques for this, which are useful in their own right to give a
qualitative appreciation of the range and magnitude of hazards and indicate appropriatemitigation measures. This qualitative evaluation is described in this guide as hazard
assessment.
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In a QRA, hazard identification uses similar techniques, but has a more precise purpose defining the boundaries of a study in terms of materials to be modelled, release conditions
to be modelled, impact criteria to be used, and identifying and selecting a list of failure
cases that will fully capture the hazard potential of the facilities to be studied. Failure
cases are usually derived by breaking the process system down into a larger number of
sub- systems, where failure of any component in the sub-system would cause similar
consequences. In pipeline case, this can be performed by breaking the line into sections
depending on availability of isolation valves along the line.
Figure 1-1:QRA methodology
O th t ti l h d h b id tifi d th f l i ti t h
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In parallel with the frequency analysis, consequence modelling evaluates the resulting
effects if the accidents occur, and their impact on people, equipment and structures, the
environment or business, depending on the defined scope of the QRA study. Estimation
of the consequences of each possible event often requires some form of computer
modelling. Consequence analysis requires the modelling of a number of distinctive
phases, i.e. discharge, dispersion, fires and explosions (for flammable materials).
Closely liaised with the consequence assessment is the impact assessment, i.e. how does
the fire, explosion or toxic cloud affect human beings. When the frequencies and
consequences / impact of each modelled event have been estimated, they can be
combined to produce risk results. Various forms of risk presentation may be used,
commonly grouped as follows:
- Individual risk - the risk experienced by an individual person
- Group/Societal risk - the risk experienced by a group of people exposed to the
hazard
The next stage is to introduce criteria, which are yardsticks to indicate whether the risks
are acceptable, or to make some other judgment about their significance. Risk assessment
is the process of comparing the level of risk against a set of criteria as well as the
identification of major risk contributors. The purpose of risk assessment is to develop
mitigation measures for unacceptable generators of risk, as well as to reduce the overall
level of risk to As Low as Reasonably Practical (Figure 1-2).
Figure 1-2: ALARP Principle
High Risk
ALARP
Region
Unacceptable
Region
Given immediate
attention and a response
developed commensurate
with the scale of the threat
Broadly acceptableonly if risk reduction
is impracticable or if
its cost is grossly
disproportionate to
the improvement
gained
High Risk
ALARP
Region
Unacceptable
Region
Given immediate
attention and a response
developed commensurate
with the scale of the threat
Broadly acceptableonly if risk reduction
is impracticable or if
its cost is grossly
disproportionate to
the improvement
gained
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2
QRA APPROACH2.1.1 Hazard Identification
Hazard identification is the structured study of a plant in order to produce a list of
foreseeable, potentially hazardous releases. In a plant, there is a wide range of substances
that, if released, could cause injury or fatality. The hazards applicable for the plant have
been identified through:
- Knowledge transfer from other risk assessments for boosting station plants carried
out by DNV within the applicable confidentiality constraints
- Site specific parameters
- The selection of appropriate hazards considered a range of issues, including:
Nature of potential hazards
Position of plant in relation to the surrounding community
Complexity of the process
DNV has concentrated on the flammable hazards.
A list of the main process streams is defined from the Process Flow Schemes (PFS). Of
these, some were considered to be non-hazardous (e.g., water streams) or only likely to
give a local hazard (e.g., small pool fires), and were not analyzed further. The streams
identified to be hazardous were further analyzed in the QRA.
The range of possible releases for a given stream covers a wide spectrum, from a pinholeleak up to a catastrophic rupture (of a vessel) or full bore rupture (of a pipe). It is both
time-consuming and unnecessary to consider every part of the range; instead, a finite
number of failure cases are generated to characterize each unit. The number of specific
cases and the distribution of the cases in terms of the size which are analyzed
quantitatively take into account the potential consequences and the format of the
frequency data that are being used.
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2.2
Consequence Modelling/Phast SoftwareThe consequence analysis is performed using DNV proprietary software PHAST. PHAST
is a consequence and impact assessment module integrated within DNV risk calculation
software PHASTRisk. PHAST calculates wide range of possible consequences from the
LOC events, including:
- Jet Fire, causing thermal radiation impact
- Pool Fire, causing thermal radiation impact
- Flash Fire, causing thermal radiation impact within the flammable cloud envelope
- Explosion, causing overpressure impact
Various factors affecting the extent of consequence are also considered within the
PHAST model which includes:
- Atmospheric conditions, including solar radiation flux, ambient temperature,humidity and wind speed/direction as well as weather stability
- Release location- Release orientation
Detailed findings of the consequence analysis for selected failure cases are presented in
Section 6. The qualitative levels of explosion and heat radiation effects are described in
Table 2-1 and
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Table 2-2 respectively are used to assess the likelihood of harm to people or thelikelihood of further loss of containment and / escalation as per DNV Technical note.
Table 2-1: Explosion Overpressure Effects
Overpressure (bar) Effects Within Zone
0.02 10% window glass broken
0.05 Window glass damage causing injury0.1 Repairable damage to buildings and house facades
0.2 Structural damage to buildings
0.35 Heavy damage to buildings and process equipment
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Table 2-2: Effects of Thermal Radiation
Radiation Intensity
(kW/m2) Observed Effect
37.5 Sufficient to cause damage to process equipment
25Minimum energy required to ignite wood at indefinitely long
exposures (non piloted)
12.5Minimum energy required for piloted ignition of wood,
melting plastic tubing
9.5Pain threshold reached after 8 sec, second degree burns after
20 sec
4
Sufficient to cause pain to personnel if unable to reach cover
within 20 s, however blistering of the skin (second degree
burns) is likely; 0% lethality
1.6 Will cause no discomfort for long exposure
2.3
Frequency Analysis
The failure frequencies for the scenarios developed are obtained from DNVs Technical
Notes (TN 14).
2.4 Risk Calculation/PHASTRISK Software
As mentioned earlier, DNV proprietary software PHASTRisk is used for the main risk
calculation in the study. PHASTRisk combines consequence results from the PHAST
module with a range of risk-related information in order to produce risk results.
2.4.1
Built-In Event Trees
PHASTRisk has 4 built-in consequence outcome event trees, i.e. continuous vapour
release, continuous release with rain-out1, instantaneous vapour release,
release with rain-out. These event trees are presented in
to
. It is noted that No Ignition event leads to No Effect for flammable-only material
release.
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Figure 2-1 : Event Tree 1 Continuous Vapour Release
Figure 2-2: Event Tree 2 Continuous Release with Rainout
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Figure 2-3: Event Tree 3 Instantaneous Vapour Release
Figure 2-4: Event Tree 4 Instantaneous Release with Rainout
PHAST RISK also accounts for a short duration continuous release an event where a
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Further, in the event of an instantaneous vapour release, PHASTRisk models the event as
a pure fireball, in which the thermal radiation impact defines the level of human fatality,
discounting the overpressure wave which may accompany the event.
Various probability factors which will determine the route of event within the event trees
are also determined in the PHASTRisk model. These include:
Immediate Ignition:This is directly specified and will be different depending on the size
of the release.
Delayed ignition:This is a calculated value within PHASTRisk, unique to each release
case and release direction. The calculation is based on the strength, location and presence
factor of all ignition sources specified, and the extent and duration of dispersing
flammable vapour clouds being exposed to those sources. Delayed ignition sources can be
modelled as point sources (e.g. ground flares), line sources (roads, power lines) or area
sources (e.g. to cater for background sources posed by a variety of human activity).
Fireball / flash fire / explosion probability in the event of immediate ignition ofinstantaneous release. This is directly specified in PHASTRisk. Flash fire/explosion
probability in the event of delayed ignition. This is also directly specified in PHASTRisk.
Entire Complex has been considered as Ignition source with ignition probability 0.09 and
operating probability 1 as per DNV Technical Note.
2.4.2
Atmospheric Condition
Variation in wind direction defines the apparent orientation of consequences. PHASTRiskaccounts for the different wind directions from the wind distribution probability input and
combine the values into the risk calculation. Atmospheric conditions, which include
temperature and humidity, are also addressed.
2.4.3
Risk Presentation:
Risk would be presented in terms of Individual and Societal (group).
Individual Risk per Annum (IRPA) is the annual frequency that any individual in aspecific worker group becomes a fatality. Individual risk criteria are intended to ensure
that individual workers are not exposed to excessive risk levels on an installation. They
are largely independent of the number of workers exposed, and hence in principle may be
applied to different situations
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separate module on the installation. Since in reality people do not remain continually at
one location, this is not a realistic risk measure.
IRPA = LSIR x presence factor
Risk is defined as the product of the consequences (here measured as harm to people) and
the likelihood of occurrence (i.e. an expected rate of occurrence per year). Societal (or
group) risk measures the risk of an operation to the company, the industry or a
community. There are several ways of presenting societal risk, but the measure, which is
found to be most useful for offshore installations, is the Potential Loss of Life (PLL).
PLL is defined as the long term average number of fatalities per year due to a specific
cause and can be expressed mathematically as:
PLL = f . N
Where:
= sum for all outcomes
f = frequency of an outcome (per year)
N = number of fatalities caused by the outcome
Potential Loss of Life (PLL) is the measure of the average number of statistical fatalities
that may be expected within a given time period. "PLL per year" is another term for
annual fatality rate. Potential loss of life (PLL) is a societal or group risk measure and istypically used in cost benefit analysis for assessing remedial measures, or for comparing
alternatives during the design stages of any project. There is no acceptance criterion for
PLL.
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3
QRA SOFTWARE TOOLThe basis for this QRA study is DNVs proprietary risk modelling software, PHAST
RISK software version 6.7.
The PHAST RISK software has been in existence since the 1970s, and has been under
continual development and improvement ever since, which is managed by DNVs
London-based software development division.
An electronic database of approximately 1400 materials is available to the PHAST RISK
software, with the material properties regularly reviewed and if required re-adjusted,
based on the latest available data. The PHAST RISK consequence modelling results (for
each material) are regularly reviewed and where required re-calibrated, based on the latest
available accident and test data.
The PHATS RISK software will calculate dispersion and consequence modelling resultsfor all specified weather classes and wind speeds with the failure case specified release
frequency data, specified weather class, wind speed, wind directional probability data,
specified immediate ignition probability data, software calculated delayed ignition
probability data, built-in event tree alternate consequence outcome branch probability
data, fatal impact probability data for each alternate consequence outcome (e.g. jet fire,
flash fire, explosion), based on the specified consequence impact criteria levels, and
specified population data by location, to produce individual and societal risk results, as
required.
This PHAST RISK modelling software requires the following inputs to be able to
produce risk results:
- Import an electronic map of the study area, on which individual fatality risk
contour results may be produced.
- The electronic map may be programmed in PHAST RISK to:
- Superimpose all on-site and off-site populations within the study area by
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Delayed ignition sources may be specified as point sources (e.g. flares, fired
heaters, diesel-generators, and transformers), area sources (e.g. welding work
shops) or line sources (e.g. roads, railway lines, and overhead power lines). Each
ignition source carries additional specification in terms of presence factor and
ignition source strength (probability of ignition per unit time, when in contact with
a flammable vapour cloud between LFL and UFL). The actual delayed ignition
probability of any release is calculated by PHAST RISK, based on the dispersion
modelling results and event duration.
The immediate ignition probability associated with each flammable failure case is
a risk analyst programmed value, based on historical ignition data, which varies
with leak size and release phase (Gas / Liquid / 2-Phase) (the larger the leak
vapour flow rate, the higher the ignition probability, typically varying from 1% to
30%, unless above auto ignition, then 100%).
Prepare and import weather class, wind speed and wind direction probability data
for the study area. Normally separate day / night, weather class, wind speed, wind
directional probability files are entered into PHAST RISK, most often broken
down into 16 wind directions.
Enter all identified failure cases, which are defined in terms of: Location, Material
released, Quantity released (or release duration), Temperature, Pressure, Leak
size, Leak direction (e.g. horizontal, vertical), Leak elevation, Leak frequency and
Immediate ignition probability.
Each failure case calculation in PHAST RISK starts with discharge modelling.
Based on release duration and release phase (gas, liquid, 2-phase), PHAST RISK
directs the dispersion and consequence calculations to one of 4 alternate, built-in
consequence outcome event trees (continuous vapour release, continuous releasewith rain-out, instantaneous vapour release, instantaneous release with rain-out),
where each event tree branch probability carries default values, which may be re-
programmed by the risk analyst.
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So far the calculations performed in PHAST RISK only relate to the alternate
consequence outcomes and the consequence hazard ranges, for each specified
failure case. To produce risk results, PHAST RISK will perform impact frequency
calculations, using the failure case specified leak frequency as starting point.
Frequency aspects of the risk calculations relate to the:
Risk analyst defined failure case leak frequency.
Weather class, wind speed and wind directional probability, for each of the 16
wind directions.
Specified immediate ignition probability and PHAST RISK calculated delayed
ignition probability. The delayed ignition probability calculation is based on the
strength and location of all specified ignition sources and the failure case
dispersion hazard range, combined with vapour cloud persistence (duration).
PHAST RISK selected event tree and branch probabilities, for each alternate
consequence out come.
Fatal Impact probability for each alternate consequence outcome. This is based on
the PHAST RISK calculated magnitude of each consequence and the PHAST
RISK default impact probability criteria or risk analyst specified impact criteria
for that type of consequence.
Location and number of people (or equipment) within hazard area for societal risk
results, with separate calculations for day and night, indoors and outdoors.
PHAST RISK performs its individual and societal risk calculations based on a 200
x 200 grids (40,000 points), with the grid point spacing automatically varied,
based on the consequence hazard range results.
For each release case, PHAST RISK takes the failure case release frequency as
initial input, multiplies this by the first weather class / wind speed probability, for
the first of 16 wind directions.
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These 2 results are multiplied by the first of the event tree consequence branch
probabilities, relating to immediate or delayed ignition branch path.
PHAST RISK takes the calculated consequence hazard range and verifies which
grid points are within the consequence hazard area. For each grid point within
range PHAST RISK then calculates the magnitude of the consequence at each grid
point (e.g. explosion overpressure at a particular grid point may be 3psi).
The calculated consequence magnitude at each grid point is then compared to thePHAST RISK programmed impact criteria level, and the likelihood of fatality or
damage calculated, based on the impact probability criteria specified in PHAST
RISK, for the type of consequence and the magnitude of the consequence.
This calculation is repeated for each event tree alternate consequence outcome at
each grid point, for that weather class / wind speed and wind direction, and the
result added to the previous risk level, at each grid point.
The above calculations are then repeated for each of the 16 wind directions,
cumulatively adding to the risk level at each grid point.
The above calculations are repeated for all day / night weather classes, wind
speeds and wind directions, cumulatively adding these risk results at each grid
point.
Once all risk calculations at these grid points have been completed for the first
failure case, the next failure case will be calculated, again adding all results
cumulatively at each grid point. This is repeated until all failure cases have been
calculated, while PHAST RISK also tracks the risk contribution made by each
failure case at each grid point.
Once completed, PHAST RISK produces individual risk contour results by
linking points of equal risk, based on the pre-specified levels of individual fatality
risk (or equipment damage) to be plotted, and using linear interpolation between
relevant grid points. The risk contour results are super imposed on the electronic
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The above discussion demonstrates that the meteorological data, ignition data and
population data entered into the PHAST RISK software are critical to the risk
results.
Note that with default settings the risk modelling within PHAST RISK aims to
produce conservative offsite fatality risk results. This is in line with the intention
of performing a QRA as per the Guidelines for QRA Study (Revision April
2008) for a purpose of land-use planning. This is achieved by the build-in but
programmable parameter settings, which include:
Indoor & outdoor people fatality impact criteria levels, for each alternate
consequence outcome.For flammable releases the alternate consequences would
be spill fires, fire balls, jet fires, flash fires and vapour cloud explosions (VCEs),
each with predefined values for the impact levels that will affect people. For jet
fires, pool fires and fire balls the varying percentage fatalities (with distance) is
calculated based on the Eisenberg Probit equation. For flash fires the LFL
envelope is used and for VCE overpressure two impact criteria levels are used, 1.5
psi (0.1 barg) and 5 psi (0.34 barg).
For jet fires, pool fires and fire balls the varying percentage fatalities (with
distance) is calculated based on the Eisenberg Probit equation. For flash fires the
LFL envelope is used and for VCE overpressure two impact criteria levels are
used, 0.5(0.034) psi, 1.0 psi (0.068 barg) and 5 psi (0.34 barg).
4 built-in event trees (Continuous No Rain Out; Continuous With Rain Out;
Instantaneous No Rain Out; Instantaneous With Rain Out) that are automatically
selected based on the type of material and the release conditions. Each event-tree
assigns a split between alternate consequence outcomes (spill fires, fire balls, jet
fires, flash fires, VCEs and no hazard), based on the immediate ignition, delayed
ignition and no ignition probabilities.
People vulnerability criteria, which pre-determines the fraction of fatalities
resulting indoor & outdoor from being exposed to specific consequence outcomes
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Table 3-1 PHAST RISK Default Vulnerability Parameters
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Annexe 2
Assumption Register
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Table of Contents
1 RISK CALCULATION TOOL ..................................................................................... 1
2 METEOROLOGICAL DATA ...................................................................................... 2
2.1 Day Weather Class.................................................................................................. 2
2.2 Night Weather Class ............................................................................................... 2
3 IGNITION ...................................................................................................................... 4
3.1.1 Identification of Ignition Sources ...................................................................... 5
4 POPULATION ............................................................................................................... 5
5 MATERIAL COMPOSITION ...................................................................................... 5
6
IMPACT CRITERIA..................................................................................................... 6
6.1 Jet fire, pool fire and fireball ................................................................................... 6
6.2 Flash fire ................................................................................................................. 6
6.3 Explosion ................................................................................................................ 6
7
RELEASE SIZES........................................................................................................... 7
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1 RISK CALCULATION TOOL
The risk analysis within this study is conducted using DNV Softwares Phast Risk
program Version 6.7, which is an industry standard method for carrying out QRA of
onshore process and pipelines (chemical and petrochemical) facilities.
- Phast Risk allows efficient identification of major risk contributors, so that time
and effort can then be directed to mitigating these highest risk activities.
- Phast Risk analyses complex consequences from accident scenarios, taking
account of local population, land usage and weather conditions, to quantify the
risk associated with the release of hazardous materials.
- Phast Risk incorporates the industry standard consequence modeling of Phast.
Phast Risk is intended as a set of models for risk analysts to enable them to provide
timely, accurate and appropriate advice on safety related issues. It models all stages of a
release from outflow through a hole or from a pipe end, through atmospheric dispersion,
rain-out and re-evaporation of liquid, to thermal radiation from fires, explosion
overpressures and toxic lethality. PhastRisk combines recognized and validated models
for the various physical phenomena, automatically selecting the appropriate model
depending on the circumstances of the release. It provides an experienced risk analystwith a tool that allows them to focus their attention and experience on the real problem
areas rather than the administration of large quantities of data.
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2 METEOROLOGICAL DATA
Data on the wind speed and stability category have been obtained from the client and this
will be used for this particular QRA study. There are two different weather classes for
Day and Night which are listed below:
2.1 Day Weather Class
- D11 : D stability (neutral) and 11 m/s wind speed.
- B2 : B stability (Unstable) and 2 m/s wind speed.
2.2 Night Weather Class
- D11 : D stability (neutral) and 11 m/s wind speed.
- F3 : F stability (very stable) and 3 m/s wind speed.
This distribution is combined with the wind rose information to generate likelihood for
the wind to be from a particular direction and of a specified speed and stability.
Table 2-1: Wind Speed Distribution (Day)
Wind Direction
Weather Categories
3B 5D
N 0.042958904 0.00460274
NE 0.042958904 0.00460274
E 0.104328767 0.011178082SE 0.024547945 0.002630137
S 0.006136986 0.000657534
SW 0.018410959 0.001972603
W 0.085917808 0.009205479
NW 0.110465753 0.011835616
Calm 0.177972603 0.019068493
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Table 2-2: Wind Speed Distribution (Night)
Wind Direction
Weather Categories
3B 5D
N 0.060931507 0.005041096
NE 0.038082192 0.003150685
E 0.060931507 0.005041096
SE 0.038082192 0.003150685
S 0.022849315 0.001890411
SW 0.060931507 0.005041096
W 0.167561644 0.013863014
NW 0.190410959 0.015753425
Calm 0.121863014 0.010082192
Referring to the same study, the following meteorological parameters will be applied:
An average ambient condition as follow is used in the study:
- Atmospheric temperature : 15-25C
- Surface temperature : 15-25C
- Humidity : 70%
- Solar radiation flux : 0.5kw/m2for day and 0kw/m2for night
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3 IGNITION
In order to calculate the risk from flammable materials, information on the ignition
sources (which are present in the area over which a flammable cloud may drift) is
required. For each ignition source considered, the following factors need to be specified:
- Presence Factor
- This is the probability that an ignition source is active at a particular location.
- Ignition Factor
- This defines the strength of an ignition source. It is derived from the probability
that a source will ignite a cloud if the cloud is present over the source for a
particular length of time.
- Location
The location of each ignition source must be specified on the site layout. This allows the
position of the source relative to the location of each release to be calculated. The resultsof the dispersion calculations for each flammable release are then used to determine the
size and mass of the cloud when it reaches the source of ignition.
If these factors are known for each source of ignition considered, then the probability of a
flammable cloud being ignited as it moves downwind over the sources can be calculated.
The data is entered into the risk quantification software, namely PHAST RISK, for eachsource (as that used for population data). The PHAST RISK software then calculates
equivalent combined ignition factors and presence factors for all sources based on its
location on the map.
Ignition sources in a QRA study may be of 3 types:
Point sources Known specific sources such as flares, workshops, etc.
Line sources Roads, railways, electrical transmission lines.
Area sourcesPopulation, industrial sites where location of specific ignition
sources is unknown.
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3.1.1 Identification of Ignition Sources
The ignition sources identified for the proposed expansion project are near-by Industrial
plants and onsite ignition sources like hot machinery surfaces, electrical sources. No
specific field survey is performed for the neighbouring industrial plants in this risk study;
however, generally a process petro-chemical plant has various types of ignition sources
on-site, e.g. hot work, hot surface, flare, turbine, compressor and vehicles movement etc.
In summary, the ignition sources considered in this QRA study are listed below:
- It is assumed that stringent ignition control is maintained, as is the standard
prevailing in the HPCL Bharatpur
- Entire Complex has been considered as Ignition source with ignition probability
0.9 and operating probability 0.1 as per DNV Technical Note.
4 POPULATION
A representative estimate of the exposed populations is sufficient to determine the
acceptability of societal risks by determining the order of magnitude of potential fatalities
within a population group.
The basis of the population assigned to the facility will be based on the data given by
HPCL Bharatpur. Further analysis of the population will be conducted in order to define
various factors associated with the population presence, e.g. day/night variation, fraction
of time spent indoor etc.
5 MATERIAL COMPOSITION
The material composition used for the study is provided by HPCL Bharatpur.
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6
IMPACT CRITERIAThe following impact criteria are used.
6.1 Jet fire, pool fire and fireball
Two sets of criteria are used to determine impact from combination of these events. Areas
exposed to radiation levels of 37.5 kW/m2are assumed to give 100% fatality level. The
fatality levels in areas exposed to lower radiation levels are determined using the
following Probit function.
Pr = -36.38 + 2.56 ln(I1.333 . t)
Where:
Pr : Probit
I : thermal radiation level in W/m2
t : exposure duration in second
The maximum exposure duration for these events is set to 20 seconds.This is assumed as the time that someone will remain within the
radiation envelope before attempting to escape.
6.2
Flash fire
The area within the LFL envelope of flammable vapor cloud is used as single value
criteria and it is assumed that this area gives 100% fatality level.
6.3 Explosion
The study applies the TNT Correlation Model which utilizes two fixed coefficients to
establish ranges to specified damage levels (these coefficients are 0.03 for heavy damage
to buildings and 0.06 for repairable damage to buildings). These damage levels are not
explicitly associated with overpressure levels but are generally considered to be
equivalent to 0.3 and 0.1 bar for heavy and repairable damage, respectively. The damage
levels are used as single criteria to establish the human fatality rate.
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7 RELEASE SIZES
The following representative leak sizes have been applied:
Release Sizes:
- Small release through 5 mm equivalent hole,representative of 3 to 10 mm hole
sizes.
- Medium release through 25 mm hole, representative of 10 to 50 mm hole sizes.
- Large release through 100 mm hole, representative of 50 to 100 mm hole sizes.
- Catastrophic Rupture at vessel diameter/ Full bore release at pipeline diameter,
representative of releases larger than 150mm.
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Annexe 3
Frequency Analysis
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N G NG S
Table of Contents
1 HAZARD IDENTIFICATION ...................................................................................... 3
1.1 Failure case scenarios .................... ......................................................................... 3
1.2 Continuous Releases ............................................................................................... 5
1.3 Instantaneous Releases ................... ......................................................................... 5
1.4 Events which could lead to a Release .................... ......................................... ......... 5
1.5 Failure Cases ............................................................................... ........................... 6
1.6 Release duration ..................................................................................................... 8
2 FREQUENCY DISCUSSION ....................................................................................... 8
List of TablesTable 1-1 : Failure case scenarios ............ .............. ............. ............ .............. ............. ............ .............. .............. ...... 3
Table 1-2 : List of Failure Cases ............................................................................................................................. 6
Table 2-1 : Failure frequencies of the identified scenarios ...................................................................................... 9
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1
HAZARD IDENTIFICATION
1.1
Failure case scenarios
Following scenarios have been identified for the Bharatpur
Table 1-1 : Failure case scenarios
Sr. No Failure Case MaterialHandled Temp Pressure
1 TK-1 HSD ambient atmospheric
2 TK-2 HSD ambient atmospheric
3 TK-3 SKO ambient atmospheric
4 TK-4 SKO ambient atmospheric
5 TK-5 MS ambient atmospheric
6 TK-6 MS ambient atmospheric7 TK-7/UG MS ambient atmospheric
8 TK-8/UG MS ambient atmospheric
9 TK-9/UG HSD ambient atmospheric
10 TK-10 WATER ambient atmospheric
11 TK-11 WATER ambient atmospheric
12 TK-12 HSD ambient atmospheric
13 TK-13 HSD ambient atmospheric14 TK-14 MS ambient atmospheric
15 TK-15 MS ambient atmospheric
16 TK-16 MS ambient atmospheric
17 TK-17 HSD ambient atmospheric
18 TK-18 HSD ambient atmospheric
19 HSD Pump_2400 LPM HSD ambient 2.5bar
20 SKD Pump_1200 LPM SKO ambient 2.5bar21 MS Pump 2400 LPM MS ambient 2.5bar
22 Receipt Pipeline to Tank MS MS ambient 2.5bar
23 Receipt Pipeline to Tank HSD HSD ambient 2.5bar
24 Receipt Pipeline to Tank SKO SKO ambient 2 5bar
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Sr. No Failure CaseMaterialHandled Temp Pressure
28
PL from pump house to
gantry_MS MS ambient 2.5bar
29
PL from pump house to
gantry_SKO SKO ambient 2.5bar
30
PLfrom pump house to
gantry_HSD HSD ambient 2.5bar
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1.2 Continuous Releases
If ignited immediately, a continuous release will form a jet fire. If ignition is delayed, a
flammable cloud would be formed and drifted with the wind. In such situation, if the
cloud is ignited (after some delays), a flash fire or Vapour Cloud Explosion (VCE) may
result, depending upon the degree of congestion within area and energy strength of the
ignition source.
1.3
Instantaneous Releases
An instantaneous release would result from catastrophic rupture of a storage vessel (such
as the storage cylinders, the trailers etc.) or reactors. If ignition is immediate, a fireball
may be formed depending on the nature of the material. If ignition occurs after some
delay similar to continuous release, a flash fire or VCE may be the consequence.
1.4 Events which could lead to a Release
Releases can be caused by:
- Impact event;
- Natural event (e.g. tide, waves, tsunamis, strong winds);
- Failure or leak from other equipment, pipe-work or fittings;
- Internal explosion in ship;
- Incorrect operation;
- Release occasioned from other operations or maintenance;
- Vandalism/sabotage
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1.5 Failure Cases
The failure cases with the hole sizes considered for each of the release is as follows
Table 1-2 : List of Failure CasesSr. No Failure Case Hole Size (mm)
Small Medium Large Cata/ FBR
Tank
Fire
1 TK-1 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
2 TK-2 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
3 TK-3 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
4 TK-4 5mm NA 100 mmcatastrophic
RuptureTankFire
5 TK-5 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
6 TK-6 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
7 TK-7/UG 5mm NA NA
catastrophic
Rupture NA
8 TK-8/UG 5mm NA NA
catastrophic
Rupture NA
9 TK-9/UG 5mm NA NA
catastrophic
Rupture NA
10 TK-10 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
11 TK-11 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
12 TK-12 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
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Sr. No Failure Case Hole Size (mm)
Small Medium Large Cata/ FBR
Tank
Fire
16 TK-16 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
17 TK-17 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
18 TK-18 5mm NA 100 mm
catastrophic
Rupture
Tank
Fire
19 HSD Pump_2400 LPM NA NA NA FBR NA
20 SKD Pump_1200 LPM NA NA NA FBR NA
21 MS Pump 2400 LPM NA NA NA FBR NA
22
Receipt Pipeline to
Tank MS 5mm 25mm 100 mm FBR NA
23
Receipt Pipeline to
Tank HSD 5mm 25mm 100 mm FBR NA
24
Receipt Pipeline to
Tank SKO 5mm 25mm 100 mm FBR NA
25
pl from tank to pump
house_MS 5mm 25mm 100 mm FBR NA
26
PL from tank to pump
house_HSD 5mm 25mm 100 mm FBR NA
27
PL from tank to pump
house_SKO 5mm 25mm 100 mm FBR NA
28
PL from pump house to
gantry_MS 5mm 25mm 100 mm FBR NA
29
PL from pump house to
gantry_SKO 5mm 25mm 100 mm FBR NA
30
PLfrom pump house to
gantry_HSD 5mm 25mm 100 mm FBR NA
NA stands for Not Applicable
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1.6 Release duration
Release duration of 600 seconds is chosen for this study. This includes the time to detect,
isolate and the subsequent blow down (if possible) of the node from which leak occurs.
After the leak is detected and the section is isolated it is understood that no more
inventory is entering the section.
2 FREQUENCY DISCUSSION
Estimation of the likelihood of occurrence of each of the failure cases modelled has been
done based on historical failure frequencies of process equipment. The historical failure
data are based on an extensive research by DNV on several failure frequency databases
worldwide. DNV has ensured that the most reputable, comprehensive and appropriate
data are selected for each of the equipment failure frequencies quoted.
The below Table shows the failure frequencies that are considered for the failure case
scenarios
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Report No.: 12QR1P2-27Rev 02, 30thJuly, 2013
Page 9
Table 2-1 : Failure frequencies of the identified scenarios
Case Description Small Medium Large FBR
Atmospheric Storage tank Failure 2.50E-03 1.00E-04 5.00E-06 2.00E-03
Underground Tank Failure 3.80E-04 4.30E-05 8.40E-06 1.00E-05
Pipeline from Tank to Pump House9.00E-07 1.10E-06 2.50E-07 5.60E-08
Receipt Lines to Tanks9.00E-07 1.10E-06 2.50E-07 5.60E-08
HSD, SKD, Ethanol, MS pump failure 0 0 0 3.00E-05
HSD, SKD, MS loading arm Failure 7.80E-03 1.80E-02 7.10E-03 1.40E-03
HSD,SKD, MS Road Tanker Failure 9.00E-05 9.00E-05 1.00E-05 5.00E-07
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Annexe 4
Consequence Analysis
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Table of Contents
1 CONSEQUENCE ASSESSMENT ................................................................................ 4
1.1 Pool Fire ................................................................................................................. 5
1.2 Jet Fire .................................................................................................................... 6
1.3 Flash Fire ................................................................................................................ 7
1.4 Vapour Cloud Explosion (VCE).............................................................................. 8
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List of Tables
Table 1-1 : Consequence Results ............. .............. ............. ............ .............. ............. ............ .............. .............. ...... 9
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1
CONSEQUENCE ASSESSMENT
For each defined failure case for the POL Terminal Bharatpur, the consequence
modelling is carried out to determine the potential effects of releases, the results of which
are discussed in terms of hazard distances.
The corresponding consequences in terms of flammable and explosive effects are
modelled and analysed by using PHAST RISK software version 6.7. The flammable
consequences that may potentially arise from failure of equipments or lines are:
- Jet fires;
- Flash fires;
- Fireball; and/or
- Explosions.
The hazard distances for each event depend on the leak size, operating conditions,
weather conditions, the release location, the release conditions and the dispersion
characteristics as calculated by the PHAST RISK software. Each failure case is entered
into PHAST RISK software, where the corresponding consequences and risk impact are
calculated, based on built-in programmable event trees.
The dispersion of gas releases from different hole sizes are modelled using state-of-art
methods. For flammable and explosive consequence, the effect zones for the various
possible outcomes of such a release are determined for both early and delayed ignition
presents the consequence hazard distances for the failure case scenarios identified in the
POL Terminal Bharatpur.
Consequence distances for the following weather conditions have been evaluated in the
tables below,
- D11 : D stability (neutral) and 11 m/s wind speed.
- F3 : F stability (very stable) and 3 m/s wind speed.
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The consequence analysis is performed using DNV proprietary software PHAST. PHASTis a consequence and impact assessment module integrated within DNV risk calculation
software PHAST Risk. The following descriptions are based on the different hazard types
modeled, which are jet fires, flash fires, vapor cloud explosions, pool fires.
1.1
Pool Fire
A pool fire in the open air and in an enclosed area may take place when there is anignition of a liquid spill which is released on a horizontal, solid surface in the open air or
within an enclosure. A liquid pool fire can be either fuel controlled or ventilation
controlled.
In general terms, outside pool fires rarely cause fatalities as the time between when the
fire starts until the time when the fire is fully developed is usually sufficient for people to
escape. If there are fatalities, these tend to be people caught within the pool itself or laterfire fighting personnel in the event of a boil-over (due to burning oil not thermal
radiation).
The extent of the consequence of a Pool fire is represented by the thermal radiation
envelope. Three levels of radiation are presented in this report, i.e.:
- 4 kW/m2; this level is sufficient to cause personnel if unable to reach cover
within 20s; however blistering of the skin (second degree burn) is likely; 0:
lethality.
- 12.5 kW/m2; this level will cause extreme pain within 20 seconds and
movement to a safer place is instinctive. This level indicates around 6% fatality
for 20 seconds exposure.
- 37.5 kW/m2; this level of radiation is assumed to give 100% fatality.
In Case of tanks small, medium leaks are considered from the fittings around the tanks
like flanges, valves etc, and tank fire and bund fire scenarios are considered as the worst
i T bl 1 1 b l i i f il i h h
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1.2
Jet Fire
A jet fire may result from ignition of a high-pressure leakage of gas from process plants
or storage tanks. Jet fires are characterized by a high momentum jet flame that is highly
turbulent. The flame is lifted above the exit opening from which the gas is discharged
generally at high pressure. This distance appears because the combustion process can
only take place when the flow velocity is reduced sufficiently to allow stable combustion.
Another feature of such fires is the high entrainment of air into the flame plume due tothe highly turbulent flame.
The extent of the consequence of a Jet fire is represented by the thermal radiation
envelope. Three levels of radiation are presented in this report, i.e.:
- 4 kW/m2; this level is sufficient to cause personnel if unable to reach cover
within 20s; however blistering of the skin (second degree burn) is likely; 0:
lethality,
- 12.5 kW/m2; this level will cause extreme pain within 20 seconds and
movement to a safer place is instinctive. This level indicates around 6% fatality
for 20 seconds exposure.
- 37.5 kW/m2; this level of radiation is assumed to give 100% fatality.
Jet fires are a direct hazard to people and structures caught within the flame envelope or
exposed to high thermal radiation levels. This scenario is considered for the whole
boosting station in which material is handled at the significant pressures. Table 1-1below
summarises representative failure cases with the associated jet fire conse