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Finally, the area under the F/N curve provides
the total risk in terms of expected fatalities per year. In many
respects, this single number is very useful for comparative purposes
but is not generally used.
The concept of F/N curves is laudable. They allow for the presentation
of high frequency/low consequence and low frequency/high consequence
accidents on the same graph, they allow the tolerability of the
risks to be judged and they allow the total risk to be expressed
as a single number.
Unfortunately, the beauty of the concept is not carried through
simplicity and ready understanding. F/N curves are anathema to the
explanation of risk.
It is far too complex a concept to be of any use in explaining risk
to a wider audience and even most professionals have difficulty.
The use of log/log scales is an immediate barrier and should be
used only for risk practitioners. Equally, the frequencies are often
written in scientific notation which even many practising engineers
rarely use.
However, the greatest failing of F/N type criteria for comparing
risks is that there is no concept of the size of the risk. It cannot
be placed in the hand the way one would pick up a stone and judge
its weight. There has to be a better measure. Societal risk is too
intangible for the public to grasp.
The two aspects we strive to get across are:
- the totality of the risk
- the likelihood of the high consequence events (tens and hundreds
of fatalities)
The UK Health and Safety Executive and
the UK rail industry have recently sought to move away from Societal
Risk criteria as expressed by Societal F/N curves and sought to
set criteria which express society's horror at large consequence
accidents, such as the Ladbroke Grove rail disaster in 1999 which
killed 31 people and injured many more.
For example, the Channel Tunnel Rail project has eschewed F/N curve
criteria for societal risk and preferred to set design safety values
on large consequence accidents as shown in Table 3 below.
Table 3:
CTRL Societal Risk Criteria
|
Risk (per year)
|
Consequences (Fatalities)
|
|
|
10 or more
|
|
|
100 or more
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One of the causes dearest
to the UK population's heart at the moment is the delay in the introduction
of automatic train protection (ATP) on the network. Previous studies
had shown that the benefit, in terms of lives saved, would not be
worthwhile. This decision was based upon a cost benefit analysis
of the cost of introducing the system based upon the cost of every
life which the ATP system (which prevents trains going past signals
at danger) would save.
There is no reason to believe that this analysis was not carried
out in a dispassionate and professional manner and the conclusions
were genuine. It was based upon a value preventing a fatality (VPF)
and so effectively values a hypothetical human life in millions
of pounds. Clearly the value decided by the courts varies according
to age, earning capability, dependants etc. but this is too complex
for cost benefit analysis.
In healthcare, the age of the patient is always known and so it
is possible to make decisions as to whether an operation is worthwhile
for an individual. For example, it is rare to provide more than
two hip replacements for anyone under the UK National Heath scheme.
So, if your second hip replacement wears whilst you are still alive,
it is very unlikely you will be given at third.
The cost benefit process is generally applied in the National Health
Service as a help to making expenditure decisions and it has clearly
been applied so some aspects of rail safety.
Since Ladbroke Grove, the political
will has changed and the original cost benefit analysis conclusions
have been overturned. The UK is also now using a more sophisticated
cost benefit analysis where the value of preventing a fatality (VPF)
is currently L1.24 million per equivalent fatality for single fatalities
but L3.46 for multiple fatalities (Ref. 4) or where the risk are
close to intolerable.
4 Final Remarks
The authors have been through various considerations regarding
use of the most popular risk measures in the safety practice such
as individual and societal risk. In this context a very important
role in the decision management system is played by the criteria
adopted for deciding whether a risk is unacceptable, tolerable or
broadly acceptable. In practical terms there are two measures, which
are to be used when assessing risk, and which are then subsequently
compared with criteria established, i.e. individual and societal
risk.
The framework makes clear that
- both the level of individual risks and the societal concerns
engendered by the activity or process must be taken into account
when deciding whether a risk is unacceptable, tolerable or broadly
acceptable.
- HSE has proposed numerical criteria for informing decisions
on the tolerability of risks only for very limited categories
of risk, for example, those entailing fatalities either individually
or in multiple fatality accidents
The authors would also like to endorse
a concluding remark from the 'Societal Risks Report (Ref. 3)
"... while we see a continuing
useful role for the expression of 'simple' societal risks as curves
on an FN diagram, and for application of societal risk criteria
as guidelines, we stress that these techniques should not be seen
as over-endowed with either scientific provenance or moral justification."
Our conclusion is that the criteria may not be perfect but
they do provide a useful framework for helping to make decisions
on risk tolerability. Perhaps the greatest challenge is to involve
the general public in this process and to ensure that the come to
understand the process and see that their perceptions play just
as important a part as numerical risk analysis.
References
1.
Reducing Risks, Protecting People - HSE's decision making process,
2001, HSE Books, UK
2.
The tolerability of risks from nuclear power stations, 1992 (revised
version), London HMSO
3. Societal Risks - Report
prepared for the HSE by D J Ball and P J Floyd, 1998
4. Railway Group Safety Plan,
2002/2003, Railway Safety
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