估算地表高程测量时程下的波致运动

T. B. Johannessen
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摘要

本文研究地表高程测量时程下非线性波运动的精确预测。我们希望开发一种适用于风力机基础附近海上测量分析的方法。因此,该方法在相对较浅的水域中应该是可靠的,并且应该能够解释基础的存在和近海海岸的最短。该方法采用在一个或少数位置测量地面高程时程,并通过最小化自由表面边界条件下的误差来求解相关的速度势。速度势完全满足拉普拉斯方程、床层边界条件和(可选)均匀表面刺穿柱壁面的边界条件。这是通过将一个波数与每个波频率相关联来实现的,从而牺牲了跟踪非线性波演化的可能性,但确保了对局部波特性的良好描述。对于短峰波,波分量的传播方向是从已知的或假定的方向谱中绘制的。没有尝试从地面高程测量计算波场的方向分布,因为这通常是不现实的可能与现有的数据。该方法适用于有或没有均匀电流,短峰或长峰波,波场中有或没有表面穿透柱的分析。并将其与长峰和短峰陡波的实验室数据进行了比较。结果表明,该方法与实测结果吻合较好。然而,由于该方法是基于地表高程的傅立叶级数,它不能模拟过顶破碎波和相关的波浪冲击载荷。对于波浪破碎很重要的问题,该方法可以作为筛选分析,用于选择波浪事件,以便使用计算流体动力学(CFD)进行详细分析。
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Estimating Wave Induced Kinematics Underneath Measured Time Histories of Surface Elevation
The present paper is concerned with the accurate prediction of nonlinear wave kinematics underneath measured time histories of surface elevation. It is desired to develop a method which is useful in analysis of offshore measurements close to wind turbine foundations. The method should therefore be robust in relatively shallow water and should be able to account for the presence of the foundation and the shortcrestedness of offshore seastates. The present method employs measurements of surface elevation time histories at one or a small number of locations and solves the associated velocity potential by minimizing the error in the free surface boundary conditions. The velocity potential satisfies exactly Laplace’s equation, the bed boundary condition and (optionally) the boundary condition on the wall of a uniform surface piercing column. This is achieved by associating one wavenumber with every wave frequency thereby sacrificing the possibility of following the nonlinear wave evolution but ensuring a good description of the wave properties locally. For shortcrested waves, the direction of wave component propagation is drawn from a known or assumed directional spectrum. No attempt is made to calculate the directional distribution of the wave field from the surface elevation measurements since this is usually not realistically possible with the available data. The method is set up for analysis with or without a uniform current, for shortcrested or longcrested waves and with or without a surface piercing column in the wave field. It has been compared with laboratory data for steep longcrested and shortcrested waves. The method is shown to be in good agreement with measurements. Since the method is based on a Fourier series of surface elevation, however, it cannot model overtopping breaking waves and associated wave impact loading. For problems where wave breaking is important, the method may serve as a screening analysis used to select wave events for detailed analysis using Computational Fluid Dynamics (CFD).
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