Page 387 - Pipelines and Risers
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          The recommended pipe grade for the Oman-India Gas Pipeline is X70 for a 24-inch pipeline
          with  constant internal diameter. Calculations have shown  that the wall thickness along the
          majority of the route is predominately dictated by the prevention of external pressure collapse,
          (Refer to Table 19.3). The pipeline data and the main design parameters are included here for
          reference only. For details of  the development of  design methods for hydrostatic collapse in
          deep water, refer to a paper by Tam et al. (1996).

          Table 19.3 Required wall thickness based on collapse of the pipeline.


               Water Depth (m)                   Wall Thickness (mm)

                                   API 5L X65       AF'I  5L X70     API 5L X80

                 3500 - 3000          44.0             41 .O            38.0
                 3000 - 2500          39.0             37.0             36.0
                 2500 - 2000          35.0             34.0             33.0
                 2000 - 1500          31.0             30.0             29.0
                 1500  - 1000         27.0             26.5             26.0
                    1000              22.1             22.0             22.0



          Use of Codes
          The code requirements for  the  installation of  the  Oman-India Gas Pipeline are based  on
           ASMEB31.8.

          The installation requirements in ASME B31.8 state that the pipeline shall be installed in such
           a way that failure due to buckling or collapse, and any other damage that would impair the
           serviceability of the installed pipeline, would be prevented.


           ASME B31.8 states that the pipe wall thickness shall be designed to resist collapse due to
           external hydrostatic pressure, including the effects of  mill tolerances in the wall thickness,
           out-of-roundness, and any other applicable factors. However, ASME B31.8 does not specify a
           specific safety factor against collapse.

          The hoop stress equation in ASME B31.8 is for thin walled pressure vessels. The thin walled
           hoop stress calculation in ASME B31.8 becomes overly conservative for small @/t) ratios,
          because it assumes a uniform stress across the pipe wall. The thick walled cylinder equation
           accounts for the non-uniform stress across the pipe wall  and presents a design method that
           will accurately model the behavior of the linepipe under hoop stress. A thick walled cylinder
           equation is used for calculating the hoop stress, since the design of the 0-IGP requires a @/t)
           ratio less than 20.
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