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Hydraulic restrictions boundaries and management     71


             EXAMPLES OF UNSTABLE FLOW MITIGATION
                An example of a Deepwater system properly designed for hydraulic management may be a flow
             line selected with predominantly uphill geometry to mitigate terrain slugs to ensure flow stability
             for a longer portion of the field life and with a separator sufficiently sized to receive liquid surges
             in late life. Another example as in Table 4.1 is a single line tieback with an artificial lift to mitigate
             severe slugging.


            Other considerations

              Transient commercially available or custom-developed models should to be used for hy-
            draulic analysis, upon performance verification against publicly available or commercial
            flow data sets and after approval of the relevant project authority.
              In general it takes between 3 and 10 years to develop a multiphase flow analysis tool, so the
            task is manageable for a capable individual in an academic setting or for a large corporation
            research team.
              Transient multiphase flow analysis is complex, and tools which have not been verified by
            the user should not be considered for application in production system design. Verification
            itself is a complex and time consuming undertaking, and it may need to be outsourced to
            qualified engineering vendor which has experience in multiphase flow analysis but no vested
            interest in a particular tool.
              Impact on production should be determined and accounted for if the choking option was
            selected in early design for slug mitigation.

            Typical pressure drop
              One commonly used frictional pressure drop correlation applicable to single-phase flow is
            Darcy-Weisbach:
                                      [
                                    ∆PPa] =  Lf Moody ρ V / (2 D)
                                                    2
                                                                      3
              L = pipe length [m], f = friction factor, ρ = fluid density [kg/m ], v = fluid velocity [m/s],
            D = inside diameter [m].


            TABLE 4.1  Examples of hydraulic instabilities and their mitigation and remediation
            Hydraulic examples (from reservoir to
            process)                      Mitigation examples         Remediation examples
            Flow instability in wet gas wellbore (i.e.,  Reduce wellhead choke opening  Reduce tubing size or use
            FBHP < Lift curve minimum P)                              Artificial lift (boost)
            Flow instability in wet gas flowline (i.e.,   Periodically sweep liquids to   Use partial separation
            FWHP < P_dew)                 slugcatcher
            Flow instability in riser (severe slugging) Reduce boarding choke opening  Artificial lift (gas lift or boost)
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