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海上超长管道浮运受力和变形特性 被引量:1

Floating stress and deformation characteristics of ultra-long offshore pipelines
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摘要 随着中国经济发展,沿海城市对自然资源的需求日益增长,使用超长管道进行跨海域自然资源运输对沿海城市经济发展具有重大意义。但当前跨海超长管道的设计与铺设主要依靠经验与工程类比方法。为对海上超长管道浮运过程提供科学依据和实测数据,依托厦门同安湾海域管道浮运施工项目开展海上超长管道浮运过程的流固耦合数值模拟研究。结果表明:无论在水流还是波浪作用下,海上管道浮运时管身的应变及位移与管道的长细比、相对流速成正比,与拖船数量、管身弯折角度成反比;每增加1艘拖船管身最大位移约减小一半,改变拖船数量或拖力可有效控制管道变形;可根据管道浮运阻力和变形计算结果合理安排拖船,保证管道浮运施工安全;波流联合作用时管道变形较大,应选择海上波浪较小时进行管道浮运。 With the development of Chinese economy,the demand for natural resources in coastal cities is growing day by day,and it is of great significance to use superlong pipeline to transport natural resources across the sea to support economic development and construction of coastal cities.However,the design and laying of super long cross-sea pipeline mainly rely on experience and engineering analogy method.In order to provide sufficient scientific basis and measured data support for the floating process of offshore ultra-long pipeline,this research team carried out a fluidstructure coupling numerical simulation study on the floating process of offshore ultra-long pipeline based on the pipeline floating construction project in Tongan Bay,Xiamen,to obtain the deformation characteristics of the pipeline floating and apply them.The results show that the strain and displacement of floating pipelines are directly proportional to the slenderness ratio of pipelines and the relative velocity,and inversely proportional to the number of tugboats and the bending angle of pipelines.The maximum displacement of tugboat decreases by about half with each additional tugboat.Changing the number of tugboats or the towing force can effectively control the deformation of the pipeline.The calculation and analysis of the resistance and deformation of pipeline floating transportation is conducive to the reasonable arrangement of tugboats and the safety of pipeline floating transportation.When the wave and current are combined,the pipeline deformation is large and the floating transportation should be carried out when the sea wave is small.
作者 刘泽瀚 俞缙 王元清 李彬鹂 王磊 LIU Zehan;YU Jin;WANG Yuanqing;LI Binli;WANG Lei(School of Architecture and Civil Engineering,Xiamen Institute of Technology,Xiamen 361021,China;Fujian Engineering Technology Research Center for Tunnel and Underground Space,Huaqiao University,Xiamen 361021,China;Xiamen Water Group Co.,Ltd.,Xiamen 361008,China)
出处 《水利水运工程学报》 CSCD 北大核心 2023年第6期142-151,共10页 Hydro-Science and Engineering
基金 厦门市科技计划项目(3502Z20193040)。
关键词 管道 海上浮运 受力分析 变形 流固耦合 pipeline maritime floating force analysis deformation fluid-structure interaction
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  • 1宋儒鑫.深水开发中的海底管道和海洋立管[J].中国造船,2002,43(z1):238-251. 被引量:22
  • 2陈雁,张伟明,李旭东,雍歧卫,徐洋.软管水面穿越河流的力学分析探讨[J].后勤工程学院学报,2005,21(2):77-79. 被引量:4
  • 3桑运水,韩清国.海底管道近岸浅水铺设的岸拖与海拖[J].石油工程建设,2006,32(2):28-30. 被引量:9
  • 4刘嵬辉,曾宝,程景彬,周云龙,刘长久.国内外铺管船概况[J].油气储运,2007,26(6):11-15. 被引量:48
  • 5E Heerema. Recent Advancements and Present Trends in Deepwater Pipe-Lay Systems. OTC 17627,2005.
  • 6A H Mousselli,许正名译.海底管道设计分析及方法[M].北京:海洋出版社,1984.
  • 7All Roger Hellestφ, Daniel Karunakaran and Ore T Gudmestad. Deep Water Pipeline and Riser Installation by the Combined Tow Method. OTC 18797. To be presented at OTC 2007, Houston, Texas, 2007. Houston, Texas, 2007.
  • 8I C P da Cruz and J D Davidson.Deepwater Installation of Pipelines and Risers by Towing, Subsea 7, OTC 18196.
  • 9Sarpkaya T.Wave forces on offshore structures[M].Cambridge,UK:Cambridge University Press,2010:213-259.
  • 10Ma Hui,Tang Gong-yue,Zhao Yan-dong.Feedforward and feedback optimal control for offshore structures subjected to irregular wave forces[J].Ocean Engineering,2006,33(8/9):1105-1117.

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