海上浮式风力机浮式平台聚焦波冲击的CFD研究

Yang Zhou, Q. Xiao, Yuanchuan Liu, A. Incecik, C. Peyrard
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引用次数: 3

摘要

现有半潜式海上浮式平台的研究大多集中在规则波或不规则波条件下的波构相互作用。为了以较低的计算成本模拟不规则波对半潜式平台水动力响应的影响,本研究采用了聚焦波。考虑中的平台是DeepCwind半潜式平台。采用基于求解Navier-Stokes方程的高保真CFD数值求解器对平台的动力响应和水动力载荷进行了估计。首先基于一阶不规则波理论在数值波槽中产生了聚焦波,并与线性波理论结果进行了验证。接下来,为了进行CFD编码验证,计算与聚焦波相关的固定FPSO模型的表面高程,并与基准结果进行比较。最后,对不同聚焦波参数下平台的动力响应进行了数值模拟,并与法国Électricité (EDF)内部势流理论工具的计算结果进行了比较。结果表明,计算结果与二阶势理论接近,但与线性势理论有较大差异。对于俯仰运动,由于二阶载荷和粘性效应的计算方法不同,两种计算结果存在差异。从不同波浪参数下的结果来看,随着波浪周期的增大,浪涌和升沉运动响应增大。然而,不同的波周期对音高运动的影响并不显著。这可能是由于低频效应对音高运动的影响有限。在极大波幅下的强非线性将是我们近期研究的课题。
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Investigation of Focused Wave Impact on Floating Platform for Offshore Floating Wind Turbine: A CFD Study
Most existing research related to a semi-submersible offshore floating platform focuses on the wave-structure interaction under either a regular or irregular wave condition. In order to numerically model the irregular wave impact on a semi-submersible platform hydrodynamic response with a low computational cost, in this study, a focused wave is utilized. The platform under this consideration is the DeepCwind semi-submersible platform. A high fidelity CFD numerical solver based on solving Navier-Stokes equations is adopted to estimate the dynamic response and the hydrodynamic loading of the platform. The focused wave is firstly generated based on a first order irregular wave theory in a numerical wave tank and validated against the linear wave theory results. Next, for CFD coding validation, the surface elevation of a fixed FPSO model associated with a focused wave is calculated and compared with the benchmark results. At last, the dynamic responses of the platform are numerically simulated under various focused wave parameters, and the results are compared with those obtained from an in-house potential flow theory tool at Électricité de France (EDF). It is found that the predicted CFD surge motion responses are close to those achieved with the second order potential theory while differ from the results obtained using linear potential theory. As to the pitch motion, differences are observed between two results, due to the different methods used for second order loads and viscous effects calculation. Turning to the results under different wave parameters, the surge and heave motion responses increase as the wave period goes up. However, the pitch motion is not affected significantly by varying wave periods. It may be due to the fact that the low-frequency effects have limited impact on the pitch motion. The strong nonlinearity at extremely large wave amplitude will be the task in our near future study.
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