张力腿平台码头舾装阶段系泊系统设计
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摘要
研究张力腿平台(Tension Leg Platform,TLP)码头舾装阶段系泊系统设计的关键技术,包括:系泊方案的设计要点、系泊环境载荷的计算方法、系泊力的时域计算和系泊应急预案准备等。以一艘深水TLP在L型码头的系泊为例,详细介绍TLP的系泊技术,提出一套切实可行的系泊方案。研究成果可为TLP建造提供参考。
The key techniques for the mooring system design of the tension leg platform(TLP)during outfitting stage are studied,including the design points of mooring scheme,the calculation method of the mooring environment load,the time domain calculation of mooring force and the preparation of the mooring emergency plan.Taking the mooring of a deep-water TLP at L-shaped wharf as an example,the mooring technology of TLP is introduced in detail,and a feasible mooring scheme is put forward.The research results can provide reference for the construction of TLP.
The key techniques for the mooring system design of the tension leg platform(TLP)during outfitting stage are studied,including the design points of mooring scheme,the calculation method of the mooring environment load,the time domain calculation of mooring force and the preparation of the mooring emergency plan.Taking the mooring of a deep-water TLP at L-shaped wharf as an example,the mooring technology of TLP is introduced in detail,and a feasible mooring scheme is put forward.The research results can provide reference for the construction of TLP.
引文
[1]张智,董艳秋,唐友刚,等.1990年后世界TLP平台的发展状况[J].中国海洋平台,2004,19(02):5-11.
[2]JAIN A K.Nonlinear Coupled Response of Offshore Tension Leg Platforms to Regular Wave Forces[J].Ocean Engineering,1997,24(07):557-592.
[3]CHANDRASEKARAN S,JAIN A K.Triangular Configuration Tension Leg Platform Behavior under Random Sea Wave Loads[J].Ocean Engineering,2002,29(15):1895-1928.
[4]CHANDRASEKARAN S,JAIN A K,GUPTA A.Influence of Wave Approach Angle on TLP’s Response[J].Ocean Engineering,2007,34(08-09):1322-1327.
[5]TABESHPOUR M R,GOLAFSHANI A A,SEIF M S.Comprehensive Study on the Results of Tension Leg Platform Responses in Random Sea[J].Journal of Zhejiang University-SCIENCE A,2006,07(08):1305-1317.
[6]李飒,李忠刚,韩志强,等.TLP锚泊系统和锚固基础的发展状况[J].海洋科学,2009,33(03):80-83.
[7]杨雄文,樊洪海.TLP平台结构型式及其总体性能分析[J].石油机械,2008,36(05):70-73.
[8]崔娜,孙丽萍,郭强.张力腿平台及系泊系统耦合动力分析[C]//第十六届中国海洋(岸)工程学术讨论会论文集,2013.
[9]谷家扬,吕海宁,杨建民.随机波浪中张力腿平台耦合运动及系泊系统特性研究[J].海洋工程,2012,30(04):42-48.
[2]JAIN A K.Nonlinear Coupled Response of Offshore Tension Leg Platforms to Regular Wave Forces[J].Ocean Engineering,1997,24(07):557-592.
[3]CHANDRASEKARAN S,JAIN A K.Triangular Configuration Tension Leg Platform Behavior under Random Sea Wave Loads[J].Ocean Engineering,2002,29(15):1895-1928.
[4]CHANDRASEKARAN S,JAIN A K,GUPTA A.Influence of Wave Approach Angle on TLP’s Response[J].Ocean Engineering,2007,34(08-09):1322-1327.
[5]TABESHPOUR M R,GOLAFSHANI A A,SEIF M S.Comprehensive Study on the Results of Tension Leg Platform Responses in Random Sea[J].Journal of Zhejiang University-SCIENCE A,2006,07(08):1305-1317.
[6]李飒,李忠刚,韩志强,等.TLP锚泊系统和锚固基础的发展状况[J].海洋科学,2009,33(03):80-83.
[7]杨雄文,樊洪海.TLP平台结构型式及其总体性能分析[J].石油机械,2008,36(05):70-73.
[8]崔娜,孙丽萍,郭强.张力腿平台及系泊系统耦合动力分析[C]//第十六届中国海洋(岸)工程学术讨论会论文集,2013.
[9]谷家扬,吕海宁,杨建民.随机波浪中张力腿平台耦合运动及系泊系统特性研究[J].海洋工程,2012,30(04):42-48.