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Risk Analysis applied to Subsea Pipeline Engineering                  285


         it is necessary to determine how the probability value is to be assigned, when using the FTA
         and ETA.


         Reliability  analysis  is  used  as the  main  method  of  determining the probability  of  failure
         caused  by  physical  aspects  of  a  pipeline  i.e.  corrosion,  trawling  impact,  vortex-induced-
         vibrations etc. The theory and application of reliability analysis are discussed in Chapters 13-
          15.

         Failure events that are not caused by physical failure of  the pipeline may not be compatible
         with the reliability method of analysis; an example of this is the probability of human error.
         This type of failure requires deeper analysis using techniques such as historical data analysis
         or using comparable circumstances from other industries.

         16.5.2  HOE Frequency
         Humadorganization  error (HOE) probability is an area of pipeline risk analysis that is rarely
         quantified  with  reasonable  accuracy,  this  is primarily  due to physical  and mental  distance
         placed between  individuals designing, constructing  and operating the pipeline. A justifiable
         basis for a risk evaluation can be established by implementing an assessment  of  HOE. The
         purpose  of  a  HOE  evaluation  is  not  to predict  failure  events,  rather  it  is  to identify  the
         potentially critical flaws. The limitation of this is that one cannot analyze what  one cannot
         predict.

         There  is  little  definitive  information  on  the  rates  and  effects  of  human  errors  and  their
         interactions  with  organizations,  environments,  hardware  and  software.  There  is  even  less
         definitive information on how contributing factors influence the rates of human errors.

         Lack  of  dependable  quantitative  data  that  is  currently  available  on  HOE  in  design  and
         construction of pipeline  structures can be compensated for using the following four primary
         sources of information, presented in work by Bea (1994).


         1.  Use of judgement based on expert evaluations
         2.  Simulations of conditions in a laboratory, office or on sites
         3.  Sampling general conditions that exist on site, laboratory and office
         4. Process reviews, accident and near miss databases

         Considering the quantity of conclusive data which is available, the principle mode by which
         to quantify assessments is judgement method. As investigations into pipeline failures should
         eventually  lead  to  comprehensive  and  reliable  databases  of  HOE,  these  databases  will
         compliment judgements and allow a more justifiable quantification to be arrived at.


         It is necessary that any results that are deemed to be meaningful are qualified and unbiased.
         Investigations  by Bea (1994) gives a number of biases that can  distort the actual causes of
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