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Investigation of viscous damping effect on the coupled dynamic response of a hybrid floating platform concept for offshore wind turbines

机译:对近岸风力涡轮机混合动力浮动平台概念耦合动力响应的粘性阻尼效应的研究

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This study introduces a numerical scheme for investigating the effects of viscous damping on the dynamic response of a hybrid floating platform concept. The Floating Offshore Wind Turbine (FOWT) assemblage adopted for this study is the National Renewable Energy Laboratory (NREL) 5-MW baseline wind turbine mounted on a newly developed inhouse hybrid floating platform identified as the TRIgon Hybrid Floater (TRIHF). The TRIHF concept for FOWTs is developed based on the design principles that cuts across a Spar-buoy, Tension Leg Platform (TLP), and Semi-Submersible. The scheme employed for this study enhances the capability of a potential-based hydrodynamic solver by implementing the viscous damping coefficients obtained from a free decay numerical test. Results from this study confirms that the hydrodynamic response of the floating platform to rotational motion is highly impacted by the effect of viscous damping. However, the effect of viscous damping on translational motion is insignificant.
机译:该研究介绍了一种研究粘性阻尼对混合浮动平台概念的动态响应的影响的数值方案。本研究采用的浮动海上风力涡轮机(FOWT)组合是全国可再生能源实验室(NREL)5-MW基线风力涡轮机安装在新开发的内部混合浮动平台上,该平台被确定为TRIGON混合浮动(TRIHF)。 Trihf概念是基于跨越翼刀,张力腿平台(TLP)和半潜水器的设计原则开发的。本研究所采用的方案通过实施从自由衰变数值测试获得的粘性阻尼系数来增强基于潜在的流体动力学求解器的能力。本研究的结果证实,浮动平台与旋转运动的流体动力学响应受到粘性阻尼的影响的高度影响。然而,粘性阻尼对平移运动的影响是微不足道的。

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