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非平坦海床下缓波型立管转移过程中的参数分析

Parameter analysis of transfer process in lazy wave riser beneath non-flat seabed

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随着海上油气田探索及开发水域不断加深,通常会遇到有坡度的海床,这对缓波型立管的安装转移提出了更高的要求.基于虚功原理和最小势能原理,建立了缓波型立管的力学分析模型.基于该模型在非平坦海床条件下对缓波型立管转移过程做参数分析,研究海床坡度角、安装船张力、浮筒段长度、船与平台的水平间距等参数对缓波型立管转移过程的影响.研究发现:随着海床坡度角的增大,立管转移过程中的拱弯弯曲程度加剧,上拱点、下垂点均上移,悬挂点张力及最大剪力均减小;在非平坦海床下,随着影响参数的改变,立管上拱点、下垂点和悬挂点张力变化的拐点和趋势不同.该结论为在非平坦海床海洋环境下缓波型立管的设计与应用提供一定的参考.
With the increasing exploration and development of offshore oil and gas fields in deeper waters,sloping seabeds are commonly encountered,posing higher requirements for the installation and transfer of lazy wave risers.Based on the principles of virtual work and minimum potential energy,a mechanical analysis model of lazy wave risers is established.Using this model,a parameter analysis of the transfer process of lazy wave risers under non-flat seabed conditions is conducted,investigating the effects of parameters such as seabed slope angle,installation vessel tension,float section length,and horizontal distance between vessel and platform on the transfer process.The study reveals that as the seabed slope angle increases,the bending curvature of the riser during the transfer process intensifies,causing the upper arch point and lower sag point to move upward,while the tension at the suspension point and maximum shear force decrease.Under non-flat seabed conditions,the turning points and trends of the changes in tension at the upper arch point,lower sag point,and suspension point vary with changes in influencing parameters.These findings provide valuable insights for the design and application of lazy wave risers in non-flat seabed marine environments.

non-flat seabedlazy wave riserinstallation transferparameter analysisseabed slope angle

曹建宇、顾继俊、曹喜平、黄俊、杨清浩

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中国石油大学(北京) 机械与储运工程学院,北京 102249

中海油研究总院有限责任公司,北京 100028

非平坦海床 缓波型立管 安装转移 参数分析 海床坡度角

国家自然科学基金

52271299

2024

海洋工程
中国海洋学会

海洋工程

CSTPCD北大核心
影响因子:0.552
ISSN:1005-9865
年,卷(期):2024.42(3)
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