Page 114 - Pipeline Risk Management Manual Ideas, Techniques, and Resources
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                                                 Design Index

















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            Design Risk                                failure (sufetyfuctor  and integrity verifications variables) will
            A.  Safety Factor   0-35  pts     35%      play a role in absolute risk calculations when a time-to-fail
            B.  Fatigue         0-15 pts      15%      consideration is required.
            C.  Surge Potential   0-10 pts    10%        A significant element in the risk picture is the relationship
            D.  Integrity       0-25 pts      25%      between how a pipeline was originally designed and how it is
              Verifications                            presently being operated-its  safety margin. Although this may
            E.  Land Movements   0-15 pts     15%      seem straightforward, it is actually quite a complex relation-
                                                       ship. All original designs are based on calculations that must,
                                0-100 pts    100%      for practical reasons, incorporate assumptions. These assump-
                                                       tions deal with the variable material strengths and anticipated
            Background                                  stresses over the life of the pipeline. Safety factors and conserv-
                                                       ativeness in design are incorporated with the assumptions in
            The probability of pipeline failure is assessed, in this model, via   the interest of safety but further cloud the view of the actual
            an evaluation of four failure mechanisms. In three of thos-   margin. Further complications arise with the uncertainties in
            third par& corrosion, and incorrect operations-the  assess-   estimating the long-term interactions of many variables such
            ment focuses on the probability that the failure mechanism is   as pipe  support,  activity of time-dependent failure mecha-
            active. The potential presence of the  failure mechanism is   nisms, and actual stress loadings imposed on the structure.
            assumed to directly correlate with failure potential under the   In aggregate, then, the evaluator will always be uncertain in his
            assumption that all failure mechanisms can eventually precipi-   estimation ofthe margin of safety
            tate a failure, even in very strong pipelines. In the fourth-the   This uncertainty should be acknowledged, but not necessar-
            design index-the  assessment looks not only at the potential for   ily  quantified. An  evaluation system should incorporate all
            an  active failure mechanism, but  also at the  ability of the   known  information and treat  all unknowns  (and  “unknow-
            pipeline to withstand failure mechanisms. This resistance to   ables”) consistently. Because a relative risk picture is sought,
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