Evaluating the importance of mooring line model fidelity in floating offshore wind turbine simulations

Accurate computer modelling is critical in achieving cost-effective floating offshore wind turbine designs. Although a range of modelling fidelities are available for all parts of the simulation, a lower-fidelity quasi-static approach that neglects inertia and hydrodynamics is often used for the mooring line model. The loss of accuracy from using this approach has not been thoroughly studied across different support structure designs. To test the adequacy of this widely used simplified mooring line modelling approach, the floating wind turbine simulator FAST (National Renewable Energy Laboratory, Golden, Colorado) was modified to allow the use of a high-fidelity dynamic mooring line model, ProteusDS (Dynamic Systems Analysis Inc. of Victoria, BC, Canada). Three standard floating wind turbine designs were implemented in this new simulator arrangement and tested using a set of steady and stochastic wind and wave conditions. The static equivalence between the built-in quasi-static mooring model and the dynamic mooring model is within 0.6% in terms of fairlead tension. Tests of the systems’ responses in still water indicate that the hydrodynamic damping of the mooring lines can constitute anywhere from 1% to 35% of the overall system damping in pitch, depending on the design. Tests in steady and stochastic operating conditions show that for very stable designs with slack moorings, or designs with taut moorings, a quasi-static mooring model can in many conditions predict the platform motions and turbine loads with reasonable accuracy. For slack-moored designs with larger platform motions, however, a quasi-static model can lead to inaccuracies of as much as 30% in the damage-equivalent and extreme loads on the turbine. An important observation is that even in situations where the platform response is predicted reasonably well by a quasi-static model, larger inaccuracies can arise in the response of the rotor blades. These inaccuracies are more severe in the time series (with instantaneous discrepancies as high as 50% of the mean load) than in the corresponding damage-equivalent and extreme loads calculated over multiple stochastic simulations. Consequently, differences in damage-equivalent and extreme load metrics should be considered a floor to the measure of inaccuracy caused by a quasi-static mooring model. Copyright © 2013 John Wiley & Sons, Ltd.

[1]  Jason Jonkman,et al.  Investigation of a FAST-OrcaFlex Coupling Module for Integrating Turbine and Mooring Dynamics of Offshore Floating Wind Turbines: Preprint , 2011 .

[2]  Donna Heimiller,et al.  Assessment of Offshore Wind Energy Resources for the United States , 2010 .

[3]  Anders Melchior Hansen,et al.  Dynamic mooring line modeling in hydro-aero-elastic wind turbine simulations , 2011 .

[4]  Alexander J. Coulling,et al.  Assessment of the Importance of Mooring Dynamics on the Global Response of the DeepCwind Floating Semisubmersible Offshore Wind Turbine , 2013 .

[5]  Jason Jonkman,et al.  Dynamics of offshore floating wind turbines—analysis of three concepts , 2011 .

[6]  Torgeir Moan,et al.  Offshore Code Comparison Collaboration within IEA Wind Task 23: Phase IV Results Regarding Floating Wind Turbine Modeling; Preprint , 2010 .

[7]  Mohammed Raoof,et al.  Determination of the bending stiffness for a spiral strand , 2004 .

[8]  Jason Jonkman,et al.  Dynamics Modeling and Loads Analysis of an Offshore Floating Wind Turbine , 2007 .

[9]  H. Martin,et al.  Development of a Scale Model Wind Turbine for Testing of Offshore Floating Wind Turbine Systems , 2011 .

[10]  D. Matha 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 .

[11]  Moo-Hyun Kim,et al.  Aero-Elastic-Control-Floater-Mooring Coupled Dynamic Analysis of Floating Offshore Wind Turbines , 2011 .

[12]  Jason Jonkman,et al.  Model Development and Loads Analysis of a Wind Turbine on a Floating Offshore Tension Leg Platform , 2010 .

[13]  Christopher Tracy Parametric design of floating wind turbines , 2007 .

[14]  Development of OPASS Code for Dynamic Simulation Mooring Lines in Contact with Seabed , 2011 .

[15]  Jason Jonkman,et al.  Aeroelastic Instabilities of Large Offshore and Onshore Wind Turbines , 2007 .

[16]  Moo-Hyun Kim,et al.  Rotor-Floater-Mooring Coupled Dynamic Analysis of Mini TLP-Type Offshore Floating Wind Turbines , 2010 .

[17]  A. Shabana,et al.  DEVELOPMENT OF SIMPLE MODELS FOR THE ELASTIC FORCES IN THE ABSOLUTE NODAL CO-ORDINATE FORMULATION , 2000 .