风浪流联合作用下油气资源开发保障平台系泊系统响应的计算分析
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摘要
为了确保平台的定位安全,开展平台最危险工况预报,计算分析不同风浪流夹角对平台系泊系统的运动响应及系泊缆的张力响应的影响,运用水动力分析软件AQWA计算得到平台的运动响应及系泊缆的张力响应的时历曲线。
The most dangerous working condition was predicted of the support platform for oil and gas resources development. The influences of wind,wave and current upon the motion response of the platform and mooring system and the tension response of the mooring line were analyzed. Thehydrodynamic analysis software AQWA was applied to calculate the motion response of the platform and the time-history curve of the tension response of the mooring line.
The most dangerous working condition was predicted of the support platform for oil and gas resources development. The influences of wind,wave and current upon the motion response of the platform and mooring system and the tension response of the mooring line were analyzed. Thehydrodynamic analysis software AQWA was applied to calculate the motion response of the platform and the time-history curve of the tension response of the mooring line.
引文
[1]WICHERS J E. W A simulation model for a single point morred tanker[D]. Delft:Delft university of technology,1988.
[2]DAVIES K B,MUNGALL J C H. Methods for coupled analysis of TLP's[C]. Offshore Technology Conference1991,Huston,America,1991.
[3]聂孟喜,王旭升,王晓明,等.风、浪、流联合作用下系统系泊力的时域计算方法[J].清华大学学报(自然科学版),2004,44(9):1214-1217.
[4]刘应中,缪国平,李谊乐,等.系泊系统动力分析的时域方法[J].上海交通大学学报,1997(11):7-12.
[5]郑凯,林哲,孙雷,等.风浪流联合作用下软钢臂系统的受力研究[J].舰船科学技术,2016,38(21):65-69.
[6]施兴华,路瑞,杭岑,等.深水FPSO船体与系泊的时域耦合分析[J].中国海洋平台,2016,31(1):60-67.
[7]苏翔. FPSO系统水动力混合模型试验研究[D].哈尔滨:哈尔滨工程大学,2012.
[8] ARCANDRA T,NURTJAHYO P,KIM M H. Hull/mooring/riser coupled analysis of a turret FPSO 6000ft:comparison between polyester and buoys-steel mooring lines[C]. Proc. 11th offshore symposium. The Texas Section of the Society of Naval Architects and Marine Engineers. USA:ASME,2011:19-24.
[9]王志东,刘晓健,陈剑文. FPSO系泊系统参数的动力效应影响分析[J].江苏科技大学学报(自然学科版),2013,27(5):409-418.
[10]乔薛峰,肖龙飞,杨立军.截断系泊系统不同回复力矩特性对于深水半潜式平台摇摆运动的影响[J].上海交通大学学报,2014(4):450-456.
[11]张鼎,黄维,俞赟.大型集装箱码头系泊及抗台风计算分析[J].船舶与海洋工程,2014(2):16-19.
[2]DAVIES K B,MUNGALL J C H. Methods for coupled analysis of TLP's[C]. Offshore Technology Conference1991,Huston,America,1991.
[3]聂孟喜,王旭升,王晓明,等.风、浪、流联合作用下系统系泊力的时域计算方法[J].清华大学学报(自然科学版),2004,44(9):1214-1217.
[4]刘应中,缪国平,李谊乐,等.系泊系统动力分析的时域方法[J].上海交通大学学报,1997(11):7-12.
[5]郑凯,林哲,孙雷,等.风浪流联合作用下软钢臂系统的受力研究[J].舰船科学技术,2016,38(21):65-69.
[6]施兴华,路瑞,杭岑,等.深水FPSO船体与系泊的时域耦合分析[J].中国海洋平台,2016,31(1):60-67.
[7]苏翔. FPSO系统水动力混合模型试验研究[D].哈尔滨:哈尔滨工程大学,2012.
[8] ARCANDRA T,NURTJAHYO P,KIM M H. Hull/mooring/riser coupled analysis of a turret FPSO 6000ft:comparison between polyester and buoys-steel mooring lines[C]. Proc. 11th offshore symposium. The Texas Section of the Society of Naval Architects and Marine Engineers. USA:ASME,2011:19-24.
[9]王志东,刘晓健,陈剑文. FPSO系泊系统参数的动力效应影响分析[J].江苏科技大学学报(自然学科版),2013,27(5):409-418.
[10]乔薛峰,肖龙飞,杨立军.截断系泊系统不同回复力矩特性对于深水半潜式平台摇摆运动的影响[J].上海交通大学学报,2014(4):450-456.
[11]张鼎,黄维,俞赟.大型集装箱码头系泊及抗台风计算分析[J].船舶与海洋工程,2014(2):16-19.