Page 138 - Pipeline Risk Management Manual Ideas, Techniques, and Resources
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Risk variables and scoring 511 15
               used to monitor the movements of the pipeline, but must be   ing the acts of monitoring, site evaluations, or other informa-
               placed to detect the areas of greatest pipe strain (largest deflec-   tion gathering. Monitoring implies that corrective actions are
               tions). This requires knowledge of the most sensitive areas of   taken as needed. Continuous monitoring offers the benefit of
               the pipe wall and the most likely movement scenarios. Use of   immediate indication of potential problems and should proba-
               these gauges provides a direct measure of pipeline strain that   bly reflect lowered risk compared with occasional monitoring.
               can be used to calculate increased stress levels.   Continuous monitoring can be accomplished by transmitting a
                 Corrective actions can be sometimes performed to the point   signal from a soil movement indicator or from  strain gauges
               where  the  potential  for  significant  movements  is  “none”.   placed on the pipeline. Proper interpretation of and response to
               Examples include dewatering of the soil using surface and sub-   these signals is implied in awarding the point values. Periodic
               surface  drainage  systems  and  permanently  moving  the   surveys  are  also  commonly  used  to  detect  movements.
               pipeline. While changing the moisture content of the soil does   However, surveying cannot be relied on to detect sudden move-
               indeed change the soil movement picture, the evaluator should   ments in a timely fashion.
               assure herself that the potential has in fact been eliminated and   In the case of landslide potential, especially a slow-acting
               not merely reduced, before she assigns the “none” classifica-   movement, stress relieving is apotential situation-specific rem-
               tion. Moving the pipeline includes burial at a depth below the   edy and can be accomplished by opening a trench parallel to or
               movement depth (determined by  geotechnical study; usually   over the pipeline. This effectively unloads the line from soil
               applies to slope movements), moving the line out of the area   movement  pressures  that  may  have  been  applied.  Another
               where the potential exists, and placing the line aboveground   method is to excavate the pipeline and leave it aboveground.
               (may not be effective if the pipe  supports are subject to soil   Either ofthese is normally only a short-term solution. Installing
               movement damage).                          the pipeline aboveground on supports can be a permanent solu-
                 Earthquake monitoring systems tell the user when and where   tion, but as already pointed out. may not be a good solution if
               an earthquake  has occurred  and what its magnitude  is often   the supports are susceptible to soil movement damage. The use
               only moments from the time of occurrence. This is very useful   of barriers to prevent landslide damage, for example, can also
               information because areas that are likely to be damaged can be   be scored as stress relieving.
               immediately  investigated. Specific pipeline  designs to with-
               stand seismic loadings is another mitigation measure.
                 Scour and erosion threats can be reduced through armoring   Example 5.9: Scoringpotentinl for earth movements
               of the pipeline and/or reducing the potential through diver-
               sions or stabilizations. These can range from placements of   In the section being evaluated, a brine pipeline traverses a
               gravel  or sandbags over the pipeline to installations of full   relatively unstable slope. There is substantial evidence of slow
               scale river diversion or sediment deposition structures to deep   downslope  movements  along  this  slope  although  sudden,
               pipeline installation via horizontal directional drill. The eval-   severe movements have not been observed. The line is thor-
               uator must evaluate such mitigations carefully, given the rela-   oughly surveyed annually, with special attention paid to poten-
               tively  high  rate  of  failure of  scour and  erosion  prevention   tial movements. The evaluator scores the hazard as somewhere
               schemes.                                   between “high” and “medium” because potentially damaging
                 Where a land movement potential exists and the operator has   movements can occur but have not yet been seen. This equates
               taken steps to reduce the threat, point values may be adjusted by   to a point score of 3 points. The annual monitoring increases the
               judging the effectiveness of threat-mitigation actions. includ-   point score by 3 points, so the final score is 6 points.
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