Page 315 - Pipelines and Risers
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          Details of such operations are unlikely to be known during design, thus judgements are often
          required (based on previous experience) and the analysis updated later. During design this
          analysis necessary since decisions about protective requirements need to be considered.

          16.63  Societal, Environmental and Material Loss Risk
          Risks associated with construction, installation and commissioning of  the  pipeline  do not
          impact on members of  the general public. Only incidents that occur during the operation of
          the pipeline are therefore considered to be initiating with respect to Societal Risk.


          The hazards giving rise to societal risks will also contribute to the environmental and material
          loss risks. These hazards include the following:

           1.  Fishing Interaction
          Movement  of  fishing  vessels  around  the  location  of  subsea  pipelines  pose  a  risk.  The
          frequency of such an event can be derived from existing databases (PARLOC).
          2.  Merchant Vessels
          Incidents caused by passing merchant ships include emergency anchoring, dropped containers
           and sinking ships. Databases can again be used to determine the density of  merchant vessels
           and the probability of the above incidents occurring.
           3.  Construction Vessels
          Loss of  containment incident frequencies as a result of construction vessel activities may be
          estimated based  on  databases. However,  while  it  is  accepted that  construction activities
          contribute to the overall loss of containment frequency for pipelines, it is not considered to be
          appropriate to treat such incidents as initiating for Societal Risk calculations. This is because
          the presence of construction vessels will in itself exclude the presence of merchant shipping.
          4.  Random Failures
          This may be due to any material failure of  the pipeline and can usually be determined using
          reliability analysis.


           16.7  Consequence Analysis

           16.7.1  Consequence Modeling
          The consequence model attempts to model  the sequence of  events that occur after a failure
           event. The sequence for consequence Modeling is shown in Figure 16.4. It should be noted
          that this method of consequence Modeling is only suitable for failures relating to the pipeline
          releasing some type of fluid or gas. The following steps for the Modeling of  a release event
          gives only a general outline of the sequence of events that ultimately leads to a calculation of
          the various losses. Many  different models exist for modeling these release characteristics
           (from  simple  to  sophisticatedcomplex).  However,  there  has  not  been  extensive
           researchtexperimentation into Modeling of subsea releases so generally there is a high degree
           of uncertainty in this Modeling and conservatism is often used. One specific suite of computer
          Modeling programs available is the HGSystem written by Thomton Research Center.
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