Integrated System Design for a Large Wind Turbine Supported on a Moored Semi-Submersible Platform

被引:25
|
作者
Liu, Jinsong [1 ]
Thomas, Edwin [1 ]
Manuel, Lance [1 ]
Griffith, D. Todd [2 ]
Ruehl, Kelley M. [3 ]
Barone, Matthew [3 ]
机构
[1] Univ Texas Austin, Dept Civil Architectural & Environm Engn, 301 E Dean Keeton St, Austin, TX 78712 USA
[2] Univ Texas Dallas, Dept Mech Engn, Richardson, TX 75080 USA
[3] Sandia Natl Labs, POB 5800, Albuquerque, NM 87185 USA
来源
JOURNAL OF MARINE SCIENCE AND ENGINEERING | 2018年 / 6卷 / 01期
关键词
offshore wind turbine; design load; response amplitude operator (RAO); stochastic dynamics;
D O I
10.3390/jmse6010009
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
Over the past few decades, wind energy has emerged as an alternative to conventional power generation that is economical, environmentally friendly and, importantly, renewable. Specifically, offshore wind energy is being considered by a number of countries to harness the stronger and more consistent wind resource compared to that over land. To meet the projected "20% energy from wind by 2030" scenario that was announced in 2006, 54 GW of added wind energy capacity need to come from offshore according to a National Renewable Energy Laboratory (NREL) study. In this study, we discuss the development of a semi-submersible floating offshore platform with a catenary mooring system to support a very large 13.2-MW wind turbine with 100-m blades. An iterative design process is applied to baseline models with Froude scaling in order to achieve preliminary static stability. Structural dynamic analyses are performed to investigate the performance of the new model using a finite element method approach for the tower and a boundary integral equation (panel) method for the platform. The steady-state response of the system under uniform wind and regular waves is first studied to evaluate the performance of the integrated system. Response amplitude operators (RAOs) are computed in the time domain using white-noise wave excitation; this serves to highlight nonlinear, as well as dynamic characteristics of the system. Finally, selected design load cases (DLCs) and the stochastic dynamic response of the system are studied to assess the global performance for sea states defined by wind fields with turbulence and long-crested irregular waves.
引用
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页数:25
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