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The sea bed boundary layer under random waves plus current

机译:随机波加水流作用下的海床边界层

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The boundary layer under random waves alone, as well as under random waves plus current, has been examined using a dynamic turbulent boundary layer model; this is based upon the linearised boundary layer equations, with horizontally uniform forcing. The turbulence closure is provided by a high Reynolds number k - epsilon model. The model appears to be verified, as far as data exists, i.e., for sinusoidal waves alone as well as for sinusoidal waves Plus a mean current. The time and space variation of the velocity, the turbulent kinetic energy and tile shear stress within the bottom boundary layer have been examined. Correlations between boundary layer quantities due to tile grouping of the largest waves in a realistic sea state have also been examined. A wave friction factor for random waves is proposed. Estimates of probability density functions for individual bottom shear stress maxima are given, for random waves alone as well as for random waves plus current. Superposition of a mean current on the waves at the outer boundary induces a drift and an enhancement of the flow quantities within the boundary layer. The enhancement of the friction velocity has been demonstrated and quantified. For the case of a non-zero angle between the waves and the current, the time variation of the horizontal direction of the friction velocity vector has been quantified. Estimates of the apparent roughness experienced by the current, in the presence of waves. are given. The resulting mean bottom shear stress for random waves plus current has been shown to agree reasonably well with that obtained by an equivalent sinusoidal wave plus current. The bottom friction under random waves alone has been shown to be in good agreement with that obtained by Madsen (1994), based on an equivalent sinusoidal wave. (C) 2003 Elsevier Science Ltd. All rights reserved. [References: 45]
机译:已经使用动态湍流边界层模型检查了单独的随机波以及随机波加电流下的边界层。这是基于线性化的边界层方程,具有水平均匀的强迫。湍流闭合由高雷诺数k-epsilon模型提供。就数据而言,该模型似乎已得到验证,即仅针对正弦波以及正弦波加平均电流。研究了底部边界层内速度,湍流动能和瓷砖剪切应力的时空变化。还研究了在现实海况下由于最大波浪的瓦片分组而导致的边界层数量之间的相关性。提出了随机波的波摩擦因数。给出了单个底部剪应力最大值的概率密度函数的估计值,包括单独的随机波以及随机波加电流的概率密度函数。平均电流在外边界处的波上的叠加引起边界层内的漂移和流量的增加。已经证明并量化了摩擦速度的提高。对于波与电流之间的角度不为零的情况,已经对摩擦速度矢量的水平方向的时间变化进行了量化。在有波的情况下,电流所经历的表观粗糙度的估计。给出。结果表明,随机波加电流所产生的平均底部切应力与等效正弦波加电流所获得的平均切应力相当吻合。已经证明,仅在随机波作用下的底部摩擦力与Madsen(1994)基于等效正弦波获得的摩擦力非常吻合。 (C)2003 Elsevier ScienceLtd。保留所有权利。 [参考:45]

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