Static analysis of deepwater lazy-wave umbilical on elastic seabed

被引:39
作者
Ruan, Weidong [1 ]
Bai, Yong [1 ]
Cheng, Peng [1 ]
机构
[1] Zhejiang Univ, Coll Civil Engn & Architecture, Hangzhou 310003, Zhejiang, Peoples R China
关键词
Lazy-wave; Umbilical; Static analysis; Analytical model; Touchdown; Boundary-layer; PIPELINES;
D O I
10.1016/j.oceaneng.2014.08.017
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Lazy wave configuration is considered as an appropriate approach for deepwater umbilical installation due to its advantages of accommodating large vessel offsets, decoupling the vessel motions from the touchdown point of the umbilical and reducing the hang-off tension. However, the introduction of buoyancy modules system brings about the great nonlinearity of lazy wave configuration, and the configuration is also significantly affected by the change of buoyancy modules. This paper presents an analytical model to analyze the static behavior of deepwater lazy-wave umbilical on the elastic seabed. Taking the environmental loads, elastic seabed and boundary-layer phenomenon into consideration, this lazy-wave model is divided into three parts: cable segment suspended in the water, boundary-layer segment in the neighborhood of the touchdown point and touchdown segment laid on the seabed. FEM by OrcaFlex was employed to verify the accuracy of the analytical model. The results from the two methods show excellent consistency. As well, a series of sensitivity analyses are also presented to highlight the influencing parameters in lazy wave configuration. The proposed method will provide a practical reference for deepwater lazy-wave umbilical installation. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:73 / 83
页数:11
相关论文
共 22 条
[1]   A variational formulation for three-dimensional analysis of extensible marine riser transporting fluid [J].
Athisakul, Chainarong ;
Monprapussorn, Tinnakorn ;
Chucheepsakul, Somchai .
OCEAN ENGINEERING, 2011, 38 (04) :609-620
[2]  
Bai Y, 2005, ELSEV OCEAN ENG SER, P1
[3]  
Bai Y., 2012, 22 INT OFFSH POL ENG
[4]   LARGE DEFORMATION 3-DIMENSIONAL STATIC ANALYSIS OF DEEP-WATER MARINE RISERS [J].
BERNITSAS, MM ;
KOKARAKIS, JE ;
IMRON, A .
APPLIED OCEAN RESEARCH, 1985, 7 (04) :178-187
[5]   Bending boundary layers in tensioned cables and rods [J].
Croll, JGA .
APPLIED OCEAN RESEARCH, 2000, 22 (04) :241-253
[6]   MARINE PIPELINE ANALYSIS BASED ON NEWTONS METHOD WITH AN ARCTIC APPLICATION [J].
DAREING, DW ;
NEATHERY, RF .
JOURNAL OF ENGINEERING FOR INDUSTRY, 1970, 92 (04) :827-&
[7]   STIFFENED CATENARY CALCULATIONS IN PIPELINE LAYING PROBLEM [J].
DIXON, DA ;
RUTLEDGE, DR .
JOURNAL OF ENGINEERING FOR INDUSTRY-TRANSACTIONS OF THE ASME, 1968, 90 (01) :153-&
[8]   DYNAMIC ANALYSIS OF SLENDER RODS [J].
GARRETT, DL .
JOURNAL OF ENERGY RESOURCES TECHNOLOGY-TRANSACTIONS OF THE ASME, 1982, 104 (04) :302-306
[9]   A refined analytical analysis of submerged pipelines in seabed laying [J].
Guarracino, F ;
Mallardo, V .
APPLIED OCEAN RESEARCH, 1999, 21 (06) :281-293
[10]   A new semi-analytical approach to large deflections of Bernoulli-Euler-v. Karman beams on a linear elastic foundation: Nonlinear analysis of infinite beams [J].
Jang, T. S. .
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2013, 66 :22-32