Page 314 - Pipelines and Risers
P. 314

Risk Analysis applied to Subsea Pipeline Engineering                  287


         Further quantification of  human  reliability has  been  comborated  for  a  number  of  tasks
         relating specifically to structural design, the necessary information is investigated by  Bea
         (1994).

                                   -1
                                          new or rarely performed task
                                          extreme stress, very little time
                                        severe distractions & impairments
                                   - 10'
                                             highly complex task
                                          considerable stress, little time
                                            moderate distractions &
                                   - 10"
                                           complex or unfamiliar task
                                         moderate stress, moderate time
                                         little distractions & impairments
                                   - IO-'
                                           difficult but familiar task
                                           little stress, sufficient time
                                           very little distractions or
                                   - 104
                                         simple, frequently, skilled task
                                            no stress, no time limits
                                          no diswaction or impairments
                                   - 105

         Figure 163 Human Error Rates.



         16.6  Causes of Risks

         16.6.1  General
         This section will outline. some common causes for the four different risk scenarios that were
         outlined in the introduction.

         16.6.2  1''  Party Individual Risk
         The scope of this type of risk is limited to a consideration of  the potential for ignited releases
         as a result of  dropped object impact associated with maintenance/workover activities taking
         place after commissioning or random failure of the pipeline (discussed in next section).

         The sources of  the potential dropped objects are assumed to be  the  vessels employed for
         maintenance/workover. The assumptions made in order to determine the probability of loss of
         containment is as follows:

            Objects are assumed to fall in a 30'  cone centered at a point directly above the pipeline;
            Objects are assumed to fall with  equal probability at any point within the circle on the
            seabed defined by  the drop cone. It  is assumed that all dropped objects enter the  sea,
            rather than landing on part of the vessel.
            The probability that the hazard zone, resulting from a loss of containment, coincides with
            the dropping vessel, is assumed to be 0.5.
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