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

Jason Jonkman, Jason Jonkman (NREL Technical Monitor)

Research output: NRELSubcontract Report

Abstract

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-domaincalculations. 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 reportcompares 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.
Original languageAmerican English
Number of pages129
StatePublished - 2010

Bibliographical note

Work performed under subcontract with the University of Colorado, Boulder, Colorado

NREL Publication Number

  • NREL/SR-500-45891

Keywords

  • aero-hydro-servo-elastic
  • design
  • design code fast
  • floating
  • offshore platform
  • offshore wind turbines
  • tension leg platform

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