Page 359 - Pipeline Risk Management Manual Ideas, Techniques, and Resources
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15/334 Risk Management
            probability of failure and generally exposes more receptors to   pipelines  in  the  state.  Of  course,  the  localized  benefit  to
            consequences.                              receptors near to Hwy 1-244 is dramatic.
              Projects such as ILI, public education, ROW maintenance,
            and patrol can impact many miles of pipe and hence often have
            a large impact on CR.                      V.  Acceptable risk

            Changes over time                          Adjectives are often added to the word  risk when discussing
                                                       how much risk we “should” be exposed to. Examples include
            Note that the CR can also demonstrate the natural risk increase
            over time. The risk model measures the relative risk at all points   Acceptable risk levels
            along a pipeline, at a specific point in time. The risk numbers   Tolerable risk levels
            are  therefore  a  snapshot.  They  represent  all  conditions  and   Justifiable risk levels
            activities at the time of the snapshot. If inspections and mainte-   Negligible risks
            nance  are not done, the CR degrades. The most meaningful   Trivial risks.
            measure of changes in the risk situation will be how the risk
            score for the length of interest changes over time. So, changes   There do not seem to be any universally accepted definitions
            in risk are easily tracked by comparing risk snapshots. This can   of  these  phrases,  with  many  being  used  interchangeably.
            be done for a specific point on a pipeline, an entire pipeline, or   Acceptable risk is seen more often in regulatory decision mak-
            any stretch of any pipeline. It can also be done for any set of   ing and sometimes implies a negligible risk. On the other hand,
            pipelines, such as “all pipelines in Texas,” “all propane lines,”   to tolerate a risk does not necessarily mean it is regarded as
            “all mainlines,” “all lines older than 20 years,” and so on.   negligible. Tolerability seems to refer to a willingness to live
              The cumulative risk calculation also remedies the difficul-   with a risk in order to secure certain benefits and perhaps in
            ties  possibly  encountered  in  tracking  risk  changes  when   the confidence that the risk is being properly controlled. Risk
            segment boundaries  change after every assessment. The CR   tolerance/acceptability/justification is  a  complex  topic  with
            can be calculated for any length of pipe, regardless of segment   social and psychological implications. This book uses the term
            boundaries.                                acceptable risk with the understanding that it includes implica-
                                                       tions of the other terms.
            Cumulative risk example                      In general, society decides what is an acceptable level of risk
                                                       for any particular endeavor. That level changes depending on
            As an example of the use of a CR calculation, Line ABC in   the activity. What is acceptable for highway traffic deaths is
            Alabama at Hwy 1-244 has a CR value of about 20. If a pro-   generally  not  acceptable  for  pipeline  accident  deaths,  for
            posed 100-ft line replacement occurs, risk will be reduced. The   instance. Many social and economic considerations are thought
             CR value for that location will be improved about 400% from   to influence the human risk tolerance. These  are beyond the
             20 to 80.                                  scope of this text. A main principle, however, is that risk reduc-
              A11 of Line ABC in Alabama has a CR of about  I1 7.5. The   tion is a cost to society. Society weighs the costs of improved
            1-244 project improves about  100 ft of Line ABC in Alabama   safety  in  a  specific situation  against  alternate  expenditures.
             and improves the overall risks of Line ABC Alabama (as meas-   Do we spend an extra dollar to spare one traffic fatality every
            ured by CR) by about 3%. As is expected, a project can have a   10 years? Or do we spend that dollar to feed a hungry child for
             very dramatic impact on the local risk. Its impact is lessened   2  days? These  types of value judgments help  determine the
             from a broader view.                       acceptable risk.
              If an  employee training  and public  education  program  is   Most  determinations  of acceptable risk  level are made in
            expanded and enhanced, the expected benefit will apply to all   comparison with other risks. Unless a risk is very high, it is usu-
            pipelines in Alabama. These efforts would change the CR score   ally not interpreted as a standalone value. It may also be exam-
             forAlabama from 11 7.5 to 107.5, an improvement ofabout 8%.   ined with regard to how much risk it adds to an individual’s
              A comparison of the two projects is shown in Table 15.1. A   other exposures.
             large risk change in a very short distance seems to do less for   A public interest level will logically be involved in many risk
             the overall risk in Alabama than does a small change to all   decisions. The criteria of “one chance in a million” is familiar
             Table 15.1  Comparison of  two pipeline projects
                                                                                    ~~-
                                                             Replace 1-244   Training andpublic education
                                              Curnulafive   Nm risk   Cumulative   New risk   Cumulative
            Location      Distance ft)   Riskscore   risk   score   risk     score    risk
             Oto41+67      4000        50       80        50        80         55       72.7
             41+67 to 59+20   2000    100       20        100       20         105      19.0
             62+76 to71+99   1000      80       12.5      80        12.5       85       11.8
             1-244          100        20        5        80         1.25      25        4.0
             Total         7100       250      117.5               113.75              107.5
                                                          3%                   8%
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