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South Pars Phases 2, 3 and 6, 7, 8 Gas Field Development - An integrated Design Approach

机译:南方分配阶段2,3和6,7,8气田开发 - 一种综合设计方法

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This paper discusses the South Pars Gas Field Development which is located approximately 100km off the south west coast of the Islamic Republic of Iran, in the Persian Gulf. J P Kenny has been responsible for the free span assessment and buckling mitigation design of the Phase 2 and 3 subsea pipelines for Doris / Total as well as the detailed design of the Phase 6, 7 & 8 subsea pipelines of this development for SADRA/ STATOIL. In each case identical wellhead not normally manned platforms will transport 3-phase wet gas to the shore via parallel routed 110km, 32" trunklines, each with a 4" MEG injection piggyback, in a maximum water depth of 85m. The key challenges of these projects were related to the high inlet temperature, for a large diameter pipeline, of 89°C, and a 40km section of exceptionally rough seabed along each pipeline route. These factors gave rise to significant pipeline buckling and free spanning issues. J P Kenny designed a snaked-lay pipeline configuration to alleviate the potential lateral and upheaval buckling problems, thus relieving the excessive effective axial compressive force within the pipeline by introducing a number of pre-determined buckle sites. The robustness of the design was demonstrated using the developments defined in the Hotpipe JIP. For the phase 6,7 and 8 pipelines post lay re-analysis of the as-laid pipelines using in-house 3D FE software confirmed the acceptability of the design prior to operation. The exceptional roughness of the traversed seabed produced nearly 450 predicted free spans for the three Phase 6, 7 and 8 trunklines in the operational load case. Using DNV OS-F101 and RP-F105, and in collaboration with STATOIL, J P Kenny completed a full fatigue limit state assessment of each individual span in order to reduce the extent of the free span intervention required during installation.
机译:本文讨论了南方北部伊朗伊斯兰共和国南部海岸大约100公里的南方帕尔斯野外发展。 J P肯尼一直负责Doris / Total的第2阶段和3个海底管道的自由跨度评估和屈曲缓解设计,以及Sadra / Statoil的这一发展第6阶段6,7和8个海底管道的详细设计。在每种情况下,相同的井口不是通常载有载体平台,通过平行路由110km,32英寸的树枝状线将3相湿气运输到岸上,每个都有4“Meg注射背驮式,在最大水深85米。这些项目的关键挑战与高直径管道,89°C的高入口温度有关,以及沿着每个管道路线的40km段的40km段。这些因素产生了显着的管道屈曲和自由跨越问题。 J P肯尼设计了一种蜿蜒铺设的管道配置,以缓解潜在的横向和动荡屈曲问题,从而通过引入多个预定扣位点来缓解管道内的过度有效的轴向压缩力。使用热水jip中定义的开发来证明了设计的鲁棒性。对于使用内部3D FE软件在操作之前,使用内部3D FE软件的阶段6,7和8流水线的重新分析奠定了铺设管道的重新分析。穿过海底的卓越粗糙度产生了近450个预测的自由跨度,用于三相6,7和8个干线在操作载荷盒中。使用DNV OS-F101和RP-F105以及与Statoil的合作,J P Kenny完成了每个单个跨度的完整疲劳极限状态评估,以减少安装过程中所需的自由跨度干预程度。

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