Page 502 - Pipelines and Risers
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LCC Modeling as a Decision Making Tool in Pipeline Design            469

        4)  Write  the  limit  state  equations for  each  failure mode  for  the  structure/system. This
           equation describes failure condition. The main  point of  this step is that  in  limit  state
           equations, the quality item identified in step 2 must be explicitly considered.


        5)  Collect all of the statistical data for each parameter in the limit state equations. This will
           consist  in  the  limit  state  equations.  This  can  be  in  terms  of  probabilistic  methods
           (statistical distributions) or deterministic values.


        6)  Compute the probability of failure, Pfs, as a function of the quality measure.

        7)  Define the consequences of  failure and the related costs of  these consequences for the
           structural system, Cf.

        8)  Compute the expected cost of  failure E(C) of  the system during service life as a function
           of the quality measure.

        9)  Define the initial costs of construction (C,)  as a function of the quality measure.


        1O)Perfom the EVA, computing the quality measure or tolerance that will  minimize total
           expected Life-Cycle Costs, E(C).


            Min. E(C)= Min. (C,+CrPf,)                                    (25.2)

        It should be noted that equation 25.2 can be related to equation 25.1. C, corresponds to either
        an initial investment or planned costs. The second part, CrPf,, corresponds to unplanned costs
        that may occur during the pipeline lifetime.


        This chapter identifies several quality aspects that can be modified. By then introducing basic
        financial risk theory it is then possible to complete an LCC analysis.


        25.2  Initial Cost

        25.2.1  General
        When  making  a  decision  at  any  level  it  is  always  beneficial  to  identify  the  possible
        alternatives. In  business situations the alternatives have nearly always related initial costs.
        This initial cost is always a function of some quality aspect of the alternative. Quality can be
        defined as a measurement of the extent to which the alternative covers the requirements of the
        situation. In engineering businesses these requirements include those of serviceability, safety,
        compatibility and durability.
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