琚选择, 李自力, 崔淦, 董宝辉, 王江宏, 孟宪武. 深水FPSO系泊吸力桩预埋链反悬链线设计[J]. 油气储运, 2022, 41(7): 840-846. DOI: 10.6047/j.issn.1000-8241.2022.07.012
引用本文: 琚选择, 李自力, 崔淦, 董宝辉, 王江宏, 孟宪武. 深水FPSO系泊吸力桩预埋链反悬链线设计[J]. 油气储运, 2022, 41(7): 840-846. DOI: 10.6047/j.issn.1000-8241.2022.07.012
JU Xuanze, LI Zili, CUI Gan, DONG Baohui, WANG Jianghong, MENG Xianwu. Design of embedded chain inverse catenary of deepwater FPSO mooring suction pile[J]. Oil & Gas Storage and Transportation, 2022, 41(7): 840-846. DOI: 10.6047/j.issn.1000-8241.2022.07.012
Citation: JU Xuanze, LI Zili, CUI Gan, DONG Baohui, WANG Jianghong, MENG Xianwu. Design of embedded chain inverse catenary of deepwater FPSO mooring suction pile[J]. Oil & Gas Storage and Transportation, 2022, 41(7): 840-846. DOI: 10.6047/j.issn.1000-8241.2022.07.012

深水FPSO系泊吸力桩预埋链反悬链线设计

Design of embedded chain inverse catenary of deepwater FPSO mooring suction pile

  • 摘要: FPSO是中国南海深水油田开发的主力模式,其单点系泊系统可靠性要求高。为此开展深水FPSO单点系泊吸力桩反悬链线设计研究,基于海床土壤特性及土力学机理,建立完整的吸力桩反悬链线数理模型,并给出反悬链线松弛量计算方法。基于不同船级社规范中的系泊荷载条件,开展了设计生存工况(1 000-yr-RP)与设计极端工况(100-yr-RP)的系泊分析,得到海底系泊载荷。以中国南海某深水FPSO工程为研究对象,预埋链反悬链线及松弛量的设计评估结果表明:该FPSO系泊吸力桩预埋链反悬链线张力载荷范围10 254~14 075 kN,载荷角度范围16.2°~30.1°,预埋链水平投影距离47.33~80.30 m。不同规范的计算结果较接近,起到相互验证作用。设计结果可为类似的FPSO工程提供借鉴经验。

     

    Abstract: FPSO is the main development model of deepwater oil field in South China Sea, and it has high requirements for the reliability of single-point mooring system. Therefore, the design investigation of inverse catenary of deepwater FPSO mooring suction pile was conducted. Meanwhile, a complete mathematical model for inverse catenary of suction pile was established based on the characteristics and mechanics of seabed soil, and a calculation method for the slack of inverse catenary was proposed. Besides, taking a deepwater FPSO project in the South China Sea as the research object, analysis on mooring under the designed survival condition (1 000-yr-RP) and the designed extreme condition (100-yr-RP) was performed based on the mooring load conditions required by classification societies to obtain the seabed mooring load. As shown by the evaluation results on design of embedded chain inverse catenary and its slack, the tension range of the embedded chain inverse catenary for suction pile of this FPSO mooring is 10 254 kN to14 075 kN, the load angle range is 16.2° to 30.1°, and the horizontal projection distance of the embedded chain is 47.33 m to 80.30 m. Further, the results based on different rules are close to each other for mutual verification. The final results of analysis and design could provide experience for similar FPSO projects.

     

/

返回文章
返回