WANG Jin-long, DUAN Meng-lan, TIAN Kai. Research on the Configuration of the Deepwater Steel Lazy-Wave Riser Under Effects of Ocean Currents[J]. Applied Mathematics and Mechanics, 2014, 35(9): 959-968. doi: 10.3879/j.issn.1000-0887.2014.09.002
Citation: WANG Jin-long, DUAN Meng-lan, TIAN Kai. Research on the Configuration of the Deepwater Steel Lazy-Wave Riser Under Effects of Ocean Currents[J]. Applied Mathematics and Mechanics, 2014, 35(9): 959-968. doi: 10.3879/j.issn.1000-0887.2014.09.002

Research on the Configuration of the Deepwater Steel Lazy-Wave Riser Under Effects of Ocean Currents

doi: 10.3879/j.issn.1000-0887.2014.09.002
Funds:  The National Basic Research Program of China (973 Program)(2011CB13702); The National Science and Technology Major Project of China(2011ZX05026-003-02)
  • Received Date: 2014-02-20
  • Rev Recd Date: 2014-07-03
  • Publish Date: 2014-09-15
  • As a kind of improved SCR, the steel lazy-wave riser (SLWR) gained more and more application in the development of deepwater oil and gas field. The configuration of the SLWR is of great significance in its design process. Under ocean current, the configuration and mechanical parameters of the SLWR vary a lot. A model of multipoint boundary-value differential equations based on the nonlinear large deformation beam theory was proposed to simulate the responses of the SLWR under ocean current. Numerical program was built to get the approximate solution to the theoretical model and parametric analysis was conducted to study the influences of different ocean currents on the configuration of the SLWR. Results show that the axial tension force at the touchdown point of the SLWR increases distinctly with the rise of the ocean current velocity, which deserves full consideration in the configuration design of the SLWR. The proposed model makes an important reference for the performance analysis of the deepwater SLWR.
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  • [1]
    Yang H Z, Li H J. Sensitivity analysis of fatigue life prediction for deepwater steel lazy wave catenary risers[J]. Science China-Technological Sciences,2011,54(7): 1881-1887.
    [2]
    Zhang H Q, Li J C. Effects of volumetric allocation on heave response of semi-submersible in deep sea[J].Science China-Technological Sciences,2009,52(3): 651-657.
    [3]
    Thomas B, Benirschke A, Sarkar T. Parque das Conchas (BC-10) steel lazy wave riser installation pre abandonment, recovery and transfer challenges[C]// Offshore Technology Conference.Texas, USA, 2010: 1-12.
    [4]
    Ioannis K. On the effect of internal flow on vibrating catenary risers in three dimensions[J].Engineering Structure,2010,32(1): 3313-3329.
    [5]
    Ioannis K. Three dimensional nonlinear dynamics of submerged, extensible catenary pipes conveying fluid and subjected to end-imposed excitations[J].International Journal of Non-Linear Mechanics,2010,45(1): 667-680.
    [6]
    Athisakul C, Monprapussorn T, Chucheepsakul S. A variational formulation for three-dimensional analysis of extensible marine riser transporting fluid[J].Ocean Engineering,2011,38(1): 609-620.
    [7]
    Athisakul C, Phanyasahachar T, Klaycham K, Chucheepsakul S. Static equilibrium configurations and appropriate applied top tension of extensible marine riser with specified total arc-length using finite element method[J].Engineering Structure,2012,34(1): 271-277.
    [8]
    张九菊, 段梦兰, 马建敏, 胡显伟. 基于深海卷管铺设的海管椭圆度分析[J]. 应用数学和力学, 2013,34(6): 552-563.(ZHANG Jiu-ju, DUAN Meng-lang, MA Jian-min, HU Xian-wei. Study on ovalization of submarine pipe during deep water reel-lay[J].Applied Mathematics and Mechanics,2013,34(6): 552-563.(in Chinese))
    [9]
    Li S C, Chau N. Dynamic response of deepwater lazy-wave catenary riser[C]// Deep Offshore Technology International.Amsterdam, Netherlands, 2010: 1-20.
    [10]
    Santillan S T, Virgin L N. Numerical and experimental analysis of the static behavior of highly deformed risers[J].Ocean Engineering,2011,38(1): 1397-1402.
    [11]
    Santillan S T, Virgin L N, Plaut R H. Static and dynamic behavior of highly deformed risers and piplines[J].Journal of Offshore Mechanics and Arctic Engineering,2010,132(1): 1-6.
    [12]
    Charles P S.Fundamentals of Marine Riser Mechanics: Basic Principles and Simplified Analyses [M]. Oklahoma: PennWell Books, 2007.
    [13]
    Yuan F, Wang L Z, Guo Z, Xie Y G. Analytical analysis of pipeline-soil interaction during J-lay on a plastic seabed with bearing resistance proportional to depth[J].Applied Ocean Research,2012,36(1): 60-68.
    [14]
    Chucheepsakul S, Monprapussorn T, Huang T. Large strain formulations of extensible flexible marine pipes transporting fluid[J].Journal of Fluids and Structues,2003,17(2): 185-224.
    [15]
    王懿. 基于触地点管土相互作用的深水SCR安装力学模型研究[D]. 博士学位论文. 大连: 大连理工大学, 2011.(WANG Yi. Research on mechanical model of deepwater SCR installation based on pipe-soil interaction in TDP[D]. PhD Thesis. Dalian: Dalian University of Technology, 2011.(in Chinese))
    [16]
    曾霞光, 段梦兰, 陈景皓. 海洋管道单点提放的若干数学模型研究[J]. 海洋工程, 2013,31(1): 32-37.(ZENG Xia-guang, DUAN Meng-lan, CHEN Jing-hao. Resarch on several mathematical models of offshore pipe lifting or lowering by one point[J].The Ocean Engineering,2013,31(1): 32-37.(in Chinese)
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