Page 127 - Pipeline Risk Management Manual Ideas, Techniques, and Resources
P. 127

W104 Design Index
            a  large  role  in  determining  the  microstructure  of  the  steel.   A negative pressure wave travels downstream from the point of
            The  microstructure  of  two  identical  compositions  that   interruption.  The  pressure  wave  that  travels  back  upstream
            were heat treated in different manners may be completely dif-   along the pipeline  adds  to the  static pressure already  in the
            ferent.  One  may be  brittle  (lacks  toughness),  and  the other   pipeline. A pipeline  with a high upstream pressure might be
            might be ductile at normal temperatures. The welding process   overstressed  as this pressure  wave  arrives,  causing the  total
            forms what is known as the hear-affected zone (HAZ). This is   pressure to exceed the MOP.
            the portion of the parent metal adjacent to the weld that has an   The magnitude of the pressure surge depends on the fluid
            altered microstructure due to the heat of the welding operation.   modulus  (density  and  elasticity),  the  fluid velocity, and  the
            The HAZ is often a more brittle area in which a crack might   speed of flow stoppage. In the case ofa valve closure as the flow
            initiate.                                  stoppage event, the critical aspect ofthe speed of closure might
              Because the HAZ is an important element in the structural   not be  the total time  it takes to close the valve. Most of the
            strength of the pipe, special attention must be paid to the weld-   pressure spike occurs from the last 10% of the closing of a gate
            ing process that creates this HAZ. The choice of welding tem-   valve, for instance.
            perature,  speed  of  welding,  preheating, post-heating,  weld   From  a  risk  standpoint,  the  situation  can  be  improved
            metal type, and even the type of weld flux, all affect the cre-   through the use of surge protection devices or devices that pre-
            ation  of  the  HAZ.  Improper  welding  procedures,  either   vent  quick flow stoppages  (such as valves being closed  too
            because of the design or execution of the welding, can create a   quickly). The operator must understand the hazard and all pos-
            pipeline  that  is  much  more  susceptible  to  failure  due  to   sible initiating actions before corrective measures can be cor-
            cracking. This element of the risk picture is considered in the   rectly  employed. The  evaluator  should  be  assured  that  the
            potential for human  error in  the incorrect  operations index   operator does indeed understand surge potential (see Appendix
            discussion in Chapter 6.                   D for calculations). He can then assign points to the section
              So-called  “avalanche”  or  “catastrophic”  fractures,  where   based on the chances of a hazardous surge occurring.
            crack propagation extends literally for miles along the pipeline,   To simplify this process, a hazardous surge can be defined as
            have been seen in large-diameter, high-pressure gas lines. In   one that is greater than  10% of the pipeline  MOP. It may be
            these “rapid-crack-growth”  scenarios, the speed of the crack   argued in some cases that a line, in its present  service, may
            growth exceeds the pipeline depressurization wave. This can   operate far below MOP and hence, a 10% surge will still not
            lead to a violent pipe failure where the steel is literally flattened   endanger the line. A valid argument, perhaps, but perhaps also
            out or radically distorted for great distances. From a risk stand-   an unnecessary  complication-removing  a risk variable that
            point,  such  a  rupture  extends  the  release  point  along  the   might  be  important  as  the  operations  change-in   the  risk
            pipeline, but probably does not materially affect the amount of   assessment. The evaluator should decide on a method and then
            gaseous product released. An increased threat of damage due to   apply it uniformly to all sections being evaluated.
            flying debris is present. Preventive actions to this type of failure   The point  schedule can be set up with three  general cate-
            include  crack  arresters-sleeves  or other attachments  to the   gories and room for interpolation between the categories. For
            pipe designed to slow the crack propagation until the depressur-   instance, evaluate the chances of a pressure surge of magnitude
            ization  wave  can pass-and   the use  of more  crack-resistant   greater than 10% of system MOP:
            materials including multilayer wall pipe.
              If the evaluator is particularly concerned with this type of   High probability   0 pts
            failure and feels that it can increase the risk picture in her sys-   Low probability   5 pts
            tems, she can adjust the spill score in the leak impact factor   Impossible   10 pts
            (Chapter 7) by giving credit for crack arrester installations, and
            recognizing  the  increased  susceptibility  of  large-diameter,   High probability exists where closure devices, equipment,
            high-pressure  gas  lines  (particularly  those  lacking  material   fluid modulus, and fluid velocity all support the possibility of a
            toughness).                                pressure  surge.  No  mechanical  preventers  are  in  place.
                                                       Operating procedures to prevent surges may or may not be in
            C.  Surge potential (weighting: 10%)       place.
                                                         Lowprobability exists when surges can happen (fluid modu-
            The potential for pressure surges, or water hammer effects, is   lus and velocity can produce the surge), but are safely dealt
            assessed here. The common mechanism for surges is the sud-   with by mechanical devices such as surge tanks, relief valves,
            den conversion of kinetic energy to potential energy. A mass   and slow valve closures, in addition to operating protocol. Low
            of  flowing fluid  in  a  pipeline,  for  instance, has  a  certain   probability also exists when the chance for a surge to occur is
            amount of kinetic energy associated with it. If this mass of   only through a rather unlikely chain of events.
            fluid is suddenly brought to a halt, the kinetic energy is con-   Impossible  means  that  the  fluid properties  cannot.  under
            verted to potential energy in the form of pressure. A sudden   any  reasonable  circumstances,  produce  a  pressure  surge  of
            valve closure or pump stoppage is a common initiator of such   magnitude greater than 10% MOP.
            a pressure surge or, as it is sometimes called, a pressure spike.
            A  moving product  stream contacting a  stationary mass  of   Example 5.7: Scoring surge potential
            fluid (while starting and stopping pumps, perhaps) is another
            possible initiator.                          A crude oil pipeline has flow rates and product characteris-
              This pressure spike is not isolated to the region of the initia-   tics that are supportive of pressure surges in excess of 10% of
            tor. In a fluid-filled pipeline, a positive pressure wave is propa-   MOP. The only identified initiation scenario is the rapid closure
            gated upstream of the point where the fluid flow is interrupted.   of a mainline gate valve. All of these valves are equipped with
   122   123   124   125   126   127   128   129   130   131   132