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This report presents results of the analysis of a 5-MW wind turbine located on a floating offshore tension leg platform (TLP) that was conducted using the fully coupled time-domain aero-hydro-servo-elastic design code FAST with AeroDyn and HydroDyn. The report also provides a description of the development process of the TLP model. The model has been verified via comparisons to frequency-domain calculations. Important differences have been identified between the frequency-domain and time-domain simulations, and have generated implications for the conceptual design process. An extensive loads and stability analysis for ultimate and fatigue loads according to the procedure of the IEC 61400-3 offshore wind turbine design standard was performed with the verified TLP model. This report compares the loads for the wind turbine on the TLP to those of an equivalent land-based turbine. Major instabilities for the TLP are identified and described.
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Model development and loads analysis of an offshore wind turbine on a tension leg platform with a comparison to other floating turbine concepts: April 2009
2010, National Renewable Energy Laboratory, U.S. Dept. of Energy, Office of Energy Efficiency & Renewable Energy
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in English
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Edition Notes
Title from title screen (viewed May 31, 2011).
"February 2010."
"Innovation for our energy future."
Includes bibliographical references (p. 95-97).
Subcontract report; April 2009.
NREL is operated for DOE by the Alliance for Sustainable Energy, LLC DE-AC36-08-GO28308 subcontract KXEA-3-33606-3 WE101161
Full text available via Internet in .pdf format (10.5 Mb). Adobe Acrobat Reader required.
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