深水S型托管架详细设计分析
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摘要
为了对中深水海域油气及其勘探开发中的关键技术有所突破,我国在“十一五”期间确立了专项研究项目,深水管道铺设是此项目中必不可少的关键技术。深水管道铺设一度采用J-lay,但是随着该项技术的发展S-lay也逐渐应用于深水管道的铺设并且大幅提高了管道铺设的效率。
本文系统地介绍了常用的管道铺设方法、S型托管架的发展历史以及我国深水管道铺设研究的现状,详细描述了先进托管架的基本设计流程,从失效模式入手,深入分析了托管架详细设计中的关键问题并且提出了整体与局部相结合的数值分析方法。以某铺管船为例,对该铺管船托管架进行了详细设计分析。
本文的研究工作属于863计划子课题“深水海底管道铺设托管架设计及专用设备国产化技术研究”(2006AA09A105-4)中的一部分。
To improve the key techniques on deep water oil and gas exploration, a special research project is established in the "Eleventh Five-Year" period, and the deepwater pipeline laying is the essential key technology of the project. Deepwater pipeline was once applied with J-lay, but with the development of technology, S-lay is gradually applied to deep water pipeline laying, and it has significantly increased the efficiency of the pipeline laying.
The thesis systematically introduces the commonly used methods of pipe-lay, S-type stinger history and the current studies of deep water pipe-lay technology in our country, gives a detailed description of the basic design of advanced stinger, and deeply analyzes the key issues in detailed design and the failure mode in the pipe-lay.The thesis puts forward a combination of global and local numerical analysis. Taking one pipe-lay ship as an example, this thesis carries out a detailed design analysis.
The study is a sub-topic of 863 Project, "Deep undersea pipeline designed stinger and special equipment at home technology" (2006AA09A105-4)
本文系统地介绍了常用的管道铺设方法、S型托管架的发展历史以及我国深水管道铺设研究的现状,详细描述了先进托管架的基本设计流程,从失效模式入手,深入分析了托管架详细设计中的关键问题并且提出了整体与局部相结合的数值分析方法。以某铺管船为例,对该铺管船托管架进行了详细设计分析。
本文的研究工作属于863计划子课题“深水海底管道铺设托管架设计及专用设备国产化技术研究”(2006AA09A105-4)中的一部分。
To improve the key techniques on deep water oil and gas exploration, a special research project is established in the "Eleventh Five-Year" period, and the deepwater pipeline laying is the essential key technology of the project. Deepwater pipeline was once applied with J-lay, but with the development of technology, S-lay is gradually applied to deep water pipeline laying, and it has significantly increased the efficiency of the pipeline laying.
The thesis systematically introduces the commonly used methods of pipe-lay, S-type stinger history and the current studies of deep water pipe-lay technology in our country, gives a detailed description of the basic design of advanced stinger, and deeply analyzes the key issues in detailed design and the failure mode in the pipe-lay.The thesis puts forward a combination of global and local numerical analysis. Taking one pipe-lay ship as an example, this thesis carries out a detailed design analysis.
The study is a sub-topic of 863 Project, "Deep undersea pipeline designed stinger and special equipment at home technology" (2006AA09A105-4)
引文
[1]Yong Bai, Qiang Bai, Subsea pipelines and Risers, Houston:Elsevier Sci. Ltd,2005,
[2]Ibrahim Konuk, Higher Order Approximations in Stress Analysis of Submarine Pipelines, Transactions of the ASME,102,1980,190-196
[3]黄玉盈,朱达善,海洋管线铺设时的静力分析,海洋工程,4(1),1986,32-46
[4]叶伟.海底管道新型铺管方法：(硕士学位论文).杭州,浙江大学,2006.
[5]Rienstra S W, Analytical Approximations For Offshore Pipelaying Problems, Proceedings IC1AM 87, Paris-La Villette,1987,99-108
[6]曾晓辉,柳春图,邢静忠,海底管道铺设的力学分析,力学与实践,2002.24(2),19-21
[7]Brown R J, Andrew Palmer, Developing Innovative Deep Water Pipeline Construction Techniques with Physical Models, Transactions of the ASME,129.2007. Feb,56-60
[8]甄国强,胡宗武,铺设过程中海底管道的非线性分析,海洋工程,11(3),1993,28-38
[9]王海期,马斋,海底管道铺设过程的静动力分析,海洋工程,4(3),1986,23-40
[10]郭艳林,梁政,海底管道铺设施工设计分析,石油学报,20(4),1999,83-87
[11]詹侃,陆仁华,海底管道在铺设过程中的二维静态分析,海洋工程,9(4),1991,14-20
[12]Schmidt W F. Submarine Pipeline Analysis With an Elastic Foundation by the Finite Element Method, Transactions of the ASME,1977 May,480-484
[13]Kalliontzis A C. Non-linear Finite Element Simulations of Highly Curved Submarine Pipelines, Communications in Numerical Methods in Engineering,14,1998,1067-1088
[14]Martinsen M A. Finite Element Model for Pipeline Installation Analysis. A M. Sc. Thesis Performed at Stavanger University College for JP Kenny A/S.1998.
[15]Damsleth A, Bai Yong, etc. Deepwater Pipeline Installation with Plastic Strain,OMAE, St. Johns, Newfoundland, Canada,1999, pipe-5046
[16]Palmer A C, Hutchinson G, Ells J W. Configuration of Submarine Pipelines During Laying Operations, Transactions of the ASME,102, Nov.1974,1112-1118
[17]甄国强,胡宗武,铺设过程中海底管道的静态分析,水动力学研究与进展,A辑8(3),1993,302-307
[18]Heedo D. Yun, Ralf R. Peek, Pual R. Paslay, Frans F. Kopp, Loading History Effects for Deep-Water S-Lay of Pipelines, Transactions of the ASME,126,2004. May.156-163
[19]Kashani M, Yong R, Installation Load Consideration in Ultra Deepwater Pipeline Sizing, Journal of Transportation Engineering,2005 Aug.,632-639
[20]Han Choi, Thomas R, Ayers. Pipeline Collapse methodology for ultra-deepwater, OMAE Halkidiki, Greece,2005,67082
[21]Andrei Dumitrescu, Massimo Pulici, Marian Trifon, Definition of Design Criteria for the Installstion of Deep Water Sealines
[22]王林,石晓兵,聂荣国等,轴向载荷对海洋深水钻井隔水管力学特性的影响分析,石油矿场机械,33(1),2004,30-32
[23]CelsoK. Morooka, Fabio M. Coelho, etc, DYNAMIC BEHAVIOR OF A VERTICAL RISER AND SERVICE LIFE REDUCTION, OMAE, Halkidiki, Greece,2005,67294,
[24]王丹丹,水下立管载荷与运动计算分析：(硕士学位论文).大连,大连理工大学,2006
[25]ZhuDSandY. K. Cheung. OPTIMIZATION OF BUOYANCY OF AN ARTICULATED STINGER ON SUBMERGED PIPELINES LAID WITH A BARGE, Ocean Engineering.24(4),1997,301-311
[26]Daley, G. C. Optimization of tension level and stinger length for offshore pipeline installation. Transactions of the ASME,1974. Nov.1334-1336.
[27]Maier G, Corradi L, Mazzoli A, etc. Optimization of Stinger geometry for Deepsea Pipelaying, Transactions of the ASME,104,1982 Dec.,294-301
[28]Massimo Callegari, Ferdinando Cannella, Filippo Maria Titti, et. al.., CONCURRENT DESIGN OF AN ACTIVE AUTOMATED SYSTEM FOR THE CONTROL OF STINGER/PIPE REACTION FORCES OF A MARINE PIPELAYING SYSTEM, HMS, Italy,2000
[29]Datta T K. Parametric information for lay-barge installation of submarine pipelines, Int. Shipbuild. Proge.,35(402),1988,101-121
[30]Heedo D. Yun, Ralf R. Peek, Pual R. Paslay, Frans F. Kopp, Loading History Effects for Deep-Water S-Lay of Pipelines, Transactions of the ASME,126,2004. May.156-163
[31]Kashani M, Yong Y. Installation Load Consideration in Ultra Deepwater Pipeline Sizing, Journal of Transportation Engineering,2005 Aug.,632-639
[32]Dinovitzer, I. Konuk, Dr. R. Smith, B. Xu, Limit States Desigh Applications of Strain-Based Pipeline Design, OMAE St. Johns, Newfoundland, Canada,1999, pipe-5040
[33]Han S. Choi, Thomas R. Ayers, Pipeline Collapse methodology for ultra-deepwater, OMAE Halkidiki, Greece,2005,67082
[34]王猛.有限元在海底管道设计中的应用研究：(硕士学位论文).天津,天津大学,2004
[35]Gerwick, Jr. Ben. C. Construction of Marine and Offshore Structures (2nd ed). CRC Press, 2000.467-506.
[36]Chakrabarti, Subrata. Handbook of Offshore Engineering. Elsevier Ltd,2005. Volume 2,891-933.
[37]DNV. OS-F-101 "Submarine pipeline systems". Norway, DNV,2003.
[38]OFFPIPE MANUAL, v2.03
[39]黄鑫.2004.海底管线设计分析：(硕士学位论文).天津,天津大学,2004
[40]Guido van Rossum, Python Tutorial(Release 2.5b2), Python Software Foundation,2006.6
[41]John M. Zelle, Python Programming:An Introduction to Computer Science,2002
[42]ANSYS及WORKBENCH教程,电子工业出版社,2004.6
[43]HOE.详细设计报告(内部报告)
[2]Ibrahim Konuk, Higher Order Approximations in Stress Analysis of Submarine Pipelines, Transactions of the ASME,102,1980,190-196
[3]黄玉盈,朱达善,海洋管线铺设时的静力分析,海洋工程,4(1),1986,32-46
[4]叶伟.海底管道新型铺管方法：(硕士学位论文).杭州,浙江大学,2006.
[5]Rienstra S W, Analytical Approximations For Offshore Pipelaying Problems, Proceedings IC1AM 87, Paris-La Villette,1987,99-108
[6]曾晓辉,柳春图,邢静忠,海底管道铺设的力学分析,力学与实践,2002.24(2),19-21
[7]Brown R J, Andrew Palmer, Developing Innovative Deep Water Pipeline Construction Techniques with Physical Models, Transactions of the ASME,129.2007. Feb,56-60
[8]甄国强,胡宗武,铺设过程中海底管道的非线性分析,海洋工程,11(3),1993,28-38
[9]王海期,马斋,海底管道铺设过程的静动力分析,海洋工程,4(3),1986,23-40
[10]郭艳林,梁政,海底管道铺设施工设计分析,石油学报,20(4),1999,83-87
[11]詹侃,陆仁华,海底管道在铺设过程中的二维静态分析,海洋工程,9(4),1991,14-20
[12]Schmidt W F. Submarine Pipeline Analysis With an Elastic Foundation by the Finite Element Method, Transactions of the ASME,1977 May,480-484
[13]Kalliontzis A C. Non-linear Finite Element Simulations of Highly Curved Submarine Pipelines, Communications in Numerical Methods in Engineering,14,1998,1067-1088
[14]Martinsen M A. Finite Element Model for Pipeline Installation Analysis. A M. Sc. Thesis Performed at Stavanger University College for JP Kenny A/S.1998.
[15]Damsleth A, Bai Yong, etc. Deepwater Pipeline Installation with Plastic Strain,OMAE, St. Johns, Newfoundland, Canada,1999, pipe-5046
[16]Palmer A C, Hutchinson G, Ells J W. Configuration of Submarine Pipelines During Laying Operations, Transactions of the ASME,102, Nov.1974,1112-1118
[17]甄国强,胡宗武,铺设过程中海底管道的静态分析,水动力学研究与进展,A辑8(3),1993,302-307
[18]Heedo D. Yun, Ralf R. Peek, Pual R. Paslay, Frans F. Kopp, Loading History Effects for Deep-Water S-Lay of Pipelines, Transactions of the ASME,126,2004. May.156-163
[19]Kashani M, Yong R, Installation Load Consideration in Ultra Deepwater Pipeline Sizing, Journal of Transportation Engineering,2005 Aug.,632-639
[20]Han Choi, Thomas R, Ayers. Pipeline Collapse methodology for ultra-deepwater, OMAE Halkidiki, Greece,2005,67082
[21]Andrei Dumitrescu, Massimo Pulici, Marian Trifon, Definition of Design Criteria for the Installstion of Deep Water Sealines
[22]王林,石晓兵,聂荣国等,轴向载荷对海洋深水钻井隔水管力学特性的影响分析,石油矿场机械,33(1),2004,30-32
[23]CelsoK. Morooka, Fabio M. Coelho, etc, DYNAMIC BEHAVIOR OF A VERTICAL RISER AND SERVICE LIFE REDUCTION, OMAE, Halkidiki, Greece,2005,67294,
[24]王丹丹,水下立管载荷与运动计算分析：(硕士学位论文).大连,大连理工大学,2006
[25]ZhuDSandY. K. Cheung. OPTIMIZATION OF BUOYANCY OF AN ARTICULATED STINGER ON SUBMERGED PIPELINES LAID WITH A BARGE, Ocean Engineering.24(4),1997,301-311
[26]Daley, G. C. Optimization of tension level and stinger length for offshore pipeline installation. Transactions of the ASME,1974. Nov.1334-1336.
[27]Maier G, Corradi L, Mazzoli A, etc. Optimization of Stinger geometry for Deepsea Pipelaying, Transactions of the ASME,104,1982 Dec.,294-301
[28]Massimo Callegari, Ferdinando Cannella, Filippo Maria Titti, et. al.., CONCURRENT DESIGN OF AN ACTIVE AUTOMATED SYSTEM FOR THE CONTROL OF STINGER/PIPE REACTION FORCES OF A MARINE PIPELAYING SYSTEM, HMS, Italy,2000
[29]Datta T K. Parametric information for lay-barge installation of submarine pipelines, Int. Shipbuild. Proge.,35(402),1988,101-121
[30]Heedo D. Yun, Ralf R. Peek, Pual R. Paslay, Frans F. Kopp, Loading History Effects for Deep-Water S-Lay of Pipelines, Transactions of the ASME,126,2004. May.156-163
[31]Kashani M, Yong Y. Installation Load Consideration in Ultra Deepwater Pipeline Sizing, Journal of Transportation Engineering,2005 Aug.,632-639
[32]Dinovitzer, I. Konuk, Dr. R. Smith, B. Xu, Limit States Desigh Applications of Strain-Based Pipeline Design, OMAE St. Johns, Newfoundland, Canada,1999, pipe-5040
[33]Han S. Choi, Thomas R. Ayers, Pipeline Collapse methodology for ultra-deepwater, OMAE Halkidiki, Greece,2005,67082
[34]王猛.有限元在海底管道设计中的应用研究：(硕士学位论文).天津,天津大学,2004
[35]Gerwick, Jr. Ben. C. Construction of Marine and Offshore Structures (2nd ed). CRC Press, 2000.467-506.
[36]Chakrabarti, Subrata. Handbook of Offshore Engineering. Elsevier Ltd,2005. Volume 2,891-933.
[37]DNV. OS-F-101 "Submarine pipeline systems". Norway, DNV,2003.
[38]OFFPIPE MANUAL, v2.03
[39]黄鑫.2004.海底管线设计分析：(硕士学位论文).天津,天津大学,2004
[40]Guido van Rossum, Python Tutorial(Release 2.5b2), Python Software Foundation,2006.6
[41]John M. Zelle, Python Programming:An Introduction to Computer Science,2002
[42]ANSYS及WORKBENCH教程,电子工业出版社,2004.6
[43]HOE.详细设计报告(内部报告)