LES of wind farm response to transient scenarios using a high fidelity actuator disk model
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[1] U. Piomelli,et al. Wall-layer models for large-eddy simulations , 2008 .
[2] Byung Do Oh,et al. Canonical fractional-step methods and consistent boundary conditions for the incompressible Navier—Stokes equations , 2001 .
[3] Kenneth E. Jansen,et al. A dynamic multi-scale approach for turbulent inflow boundary conditions in spatially developing flows , 2011, Journal of Fluid Mechanics.
[4] N. Jenkins,et al. Wind Energy Handbook: Burton/Wind Energy Handbook , 2011 .
[5] P. Moin,et al. Fully Conservative Higher Order Finite Difference Schemes for Incompressible Flow , 1998 .
[6] Jin Wang,et al. Dynamic responses of a semi-type offshore floating wind turbine during normal state and emergency shutdown , 2016 .
[7] Oleg V. Vasilyev. High Order Finite Difference Schemes on Non-uniform Meshes with Good Conservation Properties , 2000 .
[8] C. Meneveau,et al. Turbulent Inflow Precursor Method with Time-Varying Direction for Large-Eddy Simulations and Applications to Wind Farms , 2015, Boundary-Layer Meteorology.
[9] J. Smagorinsky,et al. GENERAL CIRCULATION EXPERIMENTS WITH THE PRIMITIVE EQUATIONS , 1963 .
[10] William P. Schonberg,et al. Effects of seismic and aerodynamic load interaction on structural dynamic response of multi-megawatt utility scale horizontal axis wind turbines , 2016 .
[11] Torgeir Moan,et al. Dynamic Analysis of Floating Wind Turbines During Pitch Actuator Fault, Grid Loss, and Shutdown☆ , 2013 .
[12] J. Jonkman,et al. Definition of a 5-MW Reference Wind Turbine for Offshore System Development , 2009 .
[13] Laurent Bricteux,et al. Assessment of RANS and improved near-wall modeling for forced convection at low Prandtl numbers based on LES ur to Rer=2000 , 2014 .
[14] J. Mann. Wind field simulation , 1998 .