Page 52 - Pipeline Risk Management Manual Ideas, Techniques, and Resources
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Designing a risk assessment model 2/31
                Experts believe that there is no effect of age on the micro-   rating tasks.) It is therefore useful for capturing expert judg-
               crystalline structure of steel such that the strength and ductility   ments. However, these advantages are at least partially offset by
               properties of steel pipe are degraded over time. The primary   inferior measurement  quality, especially regarding  obtaining
               metal-related  phenomena  are the potential  for corrosion  and   consistency.
               development of cracks from fatigue stresses. In the cases of cer-   Some emerging techniques for artificial intelligence systems
               tain other materials, mechanisms of strength degradation might   seek to make better use of human reasoning to solve problems
               be present and should be included in the assessment, Examples   involving incomplete  knowledge  and  the  use  of  descriptive
               include creep and UV degradation possibilities in certain plas-   terms. In mirroring human decision making. fuzzy logic inter-
               tics and concrete deterioration when exposed to certain chemi-   prets and makes use of natural language in ways similar to our
               cal  environments.  In  some  situations,  a  slow-acting  earth   risk models.
               movement could also be modeled with an age component. Such   Much research can be found regarding transforming verbal
               special situations are discussed in Chapters 4 and 5.   expressions into quantitative or numerical probability values.
                Manufacturing and construction methods have changed over   Most conclude that there is relatively consistent usage of terms.
               time.  presumably  improving  and  reflecting  learning  experi-   This is useful when polling experts, weighing evidence. and
               ences from past failures. Hence, more recently manufactured   devising  quantitative  measures  from  subject judgments. For
               and  constructed  systems  may  be  less  susceptible  to  failure   example. Table 2.4 shows the results of a study where certain
               mechanisms of the past. This can be included in the risk model   expressions, obtained from interviews of individuals, were cor-
               and is discussed in Chapter 5.             related against numerical values. Using relationships like those
                The recommendation here is that age not be used as an inde-   shown in Table 2.4 can help bridge the gap between interview or
               pendent  risk  variable.  unless  the  risk  model  is  only  a very   survey results and numerical quantification of beliefs.
               high-level  screening  application.  Preferably, the  underlying
               mechanisms and mitigations should be evaluated to determine
               ifthere are any age-related effects.
                                                          Table 2.4  Assigning numbers to qualitative assessments
               Inspecfion age   Inspection age should play a role in assess-
               ments that use the results of inspections or surveys. Since con-   Median prohahilrw
               ditions  should  not  be  assumed  to  be  static,  inspection  data   E-rpression   equl~'ulellr   Ruii,yt
               becomes  increasingly  less  valuable  as  it  ages. One way  to
               account for inspection age is to make a graduated scale indicat-   Almost certain   YO   9&99  5
                                                                                           85-')9
                                                                              90
                                                          Very high chance
               ing the decreasing usefulness of inspection data over time. This   Very likely   85   75-90
               measure  of  information  degradation  can  be  applied  to  the   High chance   80   x0  Y?
               scores  as  a percentage.  After  a  predetermined  time  period   Very probable   80   75-92
               scores based on previous inspections degrade to some predeter-   Very possible   RO   70  87.5
               mined value. An example is shown in Table 2.3. In this exam-   Likely   70   65  85
               ple, the  evaluator has determined  that  a previous  inspection   Probable   70   h&75
               yields no useful information after 5 years and that the useful-   Even chance   50   45-55
                                                                                           40-6(1
                                                          Medium chance
                                                                              50
               ness degrades 20% per year. By this scale, point values based   Possible   40   40-70
               on inspection results will therefore  change by 20% per year.   Low chance   70   I &70
               A  more  scientific  way  to  gauge  the  time  degradation  of   Unlikely   15   IO  3
               integrity inspection data is shown in Chapter 5.   Improbable   15          5-?0
                                                          Very low chance     10           5-15
                                                          Very unlikely       10           2  I
               Inteniew dutu                              Very improbable      5           1-15
               Collecting information via an interview will often require the   Almost impossible   2   0-5
               use of qualitative descriptive terms. Such verbal labeling has   Source: From  Rohrmann, 6.. "Verbal Qualifiers for  Ratlng  Scales:
               some advantages, including ease of explanation and familiarity.   Sociolinguistic  Considerations  and  Psychometric  Data,"  Project
               (In fact. most people prefer verbal responses when replying to   report, University of  Melbourne, Australia, September  2002
               Table 2.3  Example of  inspection degradations
                             Adjustment
               Inspection    (degradation)
               age (j'ear.YJ   fuctor /%i    Nota
                               IO0           Fresh data; no degradation
                               80            Inspection data is 1 year old and less representative ofactual conditions
                               60
                               40            Inspection data is now 3 years old and current conditions might now be significantly di tErent
                               20
                                0            Inspection results assumed to no longer yield useful information
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