南海深水scr独立设计验证

H. Yang, Yongming Cheng, Fanli Xu, Ning He
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引用次数: 0

摘要

通过近30年的设计和实施,发现钢链链隔水管具有成本相对较低和对浮式平台运动适应性好的优点。scr被选为南海陵水17-2(简称LS17-2)油田的生产和出口立管解决方案,该油田由一个海底生产系统、一个深水半潜式钻井平台和一个出口立管/管道组成。本文对南海深水scr的独立设计验证进行了研究。本文首先介绍了一种用于LS17-2工程的可控硅系统。本项目油田位于南海北部,水深1220m ~ 1560m。本文描述了设计验证方法、程序、立管计算机建模、极端挑战、发现和技术讨论。独立设计验证包括隔水管尺寸、相邻隔水管干扰、阴极保护、动强度分析、涡激振动(VIV)分析、波动疲劳分析、半潜式涡激运动(VIM)疲劳分析和隔水管安装。进行了灵敏度研究,以证明结果的准确性和立管设计的稳健性。可控硅设计对环境载荷和主机平台的运动特性非常敏感。独立设计验证表明,立管整体性能的控制位置在立管触点(TDP)区域。可控硅触地区域的压缩力可能由极端载荷或生存载荷情况引起。在疲劳损伤源中,波动、VIM和VIV对疲劳损伤的贡献最大。本文最后总结了独立验证工作的结论。结果表明,用于LS17-2开发的SCR系统设计符合API 2RD设计规范的要求。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Independent Design Verification of Deepwater SCRs for the Application in South China Sea
Through nearly 30 years of design and implementation, Steel Catenary Risers (SCRs) have been found to have the advantages of relatively low cost and good adaptability to floating platform’s motion. SCRs have been selected as the production and export riser solution for Lingshui 17-2 (termed LS17-2) field in South China Sea, which consists of a subsea production system, a deep-draft semi-submersible, and an export riser/pipeline. This paper investigates independent design verification of deepwater SCRs for the application in South China Sea. This paper first introduces a SCR system for LS17-2 project. The field for this project is located in northern South China Sea, with water depth of 1220m to 1560m. This paper describes the design verification methodology, procedure, riser computer modelling, extreme challenges, findings, and technical discussions. The independent design verification includes riser sizing, adjacent riser interference, cathodic protection, dynamic strength analysis, Vortex-Induced Vibration (VIV) analysis, wave motion fatigue analysis, semi-submersible Vortex-Induced Motion (VIM) fatigue analysis, and riser installation. Sensitivity study was carried out to demonstrate the accuracy of the results and the robustness of the riser design. SCR designs are extremely sensitive to environmental loading and the motion characteristics of a host platform. The independent design verification shows that the riser governing location of global performance is at the riser Touch Down Point (TDP) region. Compression forces in an SCR touchdown area can be caused by extreme or survival load cases. Among the fatigue damage sources, fatigue damage contributions are dominated by wave motion, VIM and VIV. This paper finally summarizes the findings from the independent verification work. It concludes that the SCR system design for LS17-2 development meets the requirements of API 2RD design code.
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