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Effects of Initial Conditions on Transient Responses in Dynamic Simulation of FOWT

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초록

The IEC standard for onshore or offshore wind turbines requires additional dummy simulations (at least 5 s) for the transientresponses due to initial conditions. An increase in the dummy time causes a considerable increase in the computational cost considering multipledesign spirals with several thousand design load analysis cases. A time of 30 s is typically used in practical simulations for awind turbine designwith a fixed platform. However, 30 s may be insufficient for floating offshore wind turbines (FOWT) because the platforms have lower naturalfrequencies, and the transient responses will last much longer. In this paper, an initial condition application algorithm is implemented forWindHydro, and the appropriate dummy simulation time is investigated based on a series of dynamic simulations of a FOWT. As a result, it isfound that more than 300 s is required for the platform to have stationary motion after the initial transient responses for the FOWT under theconditions considered.

Abstract

The IEC standard for onshore or offshore wind turbines requires additional dummy simulations (at least 5 s) for the transientresponses due to initial conditions. An increase in the dummy time causes a considerable increase in the computational cost considering multipledesign spirals with several thousand design load analysis cases. A time of 30 s is typically used in practical simulations for awind turbine designwith a fixed platform. However, 30 s may be insufficient for floating offshore wind turbines (FOWT) because the platforms have lower naturalfrequencies, and the transient responses will last much longer. In this paper, an initial condition application algorithm is implemented forWindHydro, and the appropriate dummy simulation time is investigated based on a series of dynamic simulations of a FOWT. As a result, it isfound that more than 300 s is required for the platform to have stationary motion after the initial transient responses for the FOWT under theconditions considered.

참고문헌 (9)

  1. Bossanyi, E.A, "GH Bladed Theory Manual" (2007), Garrad Hassan and Partners Ltd
  2. Simulation Length Requirements in the Loads Analysis of Offshore Floating Wind Turbines, "Haid, L", National Renewable Energy Laboratory, ~, pp.NREL (2013), CP-5000-58513
  3. International Electrotechnical Commission (IEC), "Wind Turbines-Part1 : Design Requirements", ~ (2005)
  4. International Electrotechnical Commission (IEC), "Wind Turbines-Part3 : Design Requirements for Offshore Wind Turbines", ~ (2009)
  5. Definition of the Floating Sytem for Phase IV of OC3, "Jonkman, J", National Renewable Energy Laboratory, ~, pp.NREL (2010), TP-500-47535
  6. FAST User’s Guide, "Jonkman, J", National Renewable Energy Laboratory, ~, pp.NREL (2005), EL-500-38230
  7. Definition of a 5-MW Reference Wind Turbine for Offshore System Development, "Jonkman, J", National Renewable Energy Laboratory, ~, pp.NREL (2009), TP-500-38060
  8. Lee, C. H, "A Parametric Generalized Coordinate Formulation For Multibody System Dynamics", Proceedings of 4th Asian Conference on Multibody Dynamics, 22(2), pp.145~162 (2008)
  9. Rim, C. W, "A Study on a Dynamics Simulation Program Development for Floating Wind Turbines", Journal of Wind Energy, 2(2), pp.30~37 (2011)

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