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NUMERICAL STUDY OF WIND-INDUCED WATER CURRENTS

机译:风感应水流的数值研究

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摘要

A circulation model is developed and used to study wind-induced currents. A new analytical solution, which is independent on the ratio of bottom to surface shear velocity or shear stress, is derived for the steady shear-induced turbulent flow. The simulations for steady countercurrent flows are calibrated with the corresponding analytical solutions, and verified using the experimental results obtained in air-water tunnels. With the aid of the numerical model, the developing process of a shear-induced turbulent flow, the wind-induced setup and seiche are examined. Sensitivity studies reveal that the horizontal eddy viscosity is insignificant, while the magnitude and distribution of vertical eddy viscosity is very important to simulate the vertical velocity distribution. A high-resolution vertical grid must be used near the surface and bottom regions to obtain the detailed and accurate current structure. The results from this study indicate the importance of the three-dimensional circulation model in studying the vertical structure of the wind-induced current, and gives credibility in applying this model in lakes and estuaries.
机译:开发了一种循环模型,并将其用于研究风流。推导了一种新的解析解,该解析解与底部剪切速度或剪切应力之比无关,用于稳定的剪切诱导湍流。用相应的分析解决方案对稳态逆流的仿真进行了校准,并使用在空气-水隧道中获得的实验结果进行了验证。借助于数值模型,研究了剪切引起的湍流的发展过程,风引起的结构和围堰。敏感性研究表明,水平涡流粘度无关紧要,而垂直涡流粘度的大小和分布对于模拟垂直速度分布非常重要。必须在表面和底部区域附近使用高分辨率垂直网格,以获得详细而准确的电流结构。这项研究的结果表明,三维环流模型在研究风流垂直结构方面的重要性,并为在湖泊和河口中应用该模型提供了可信度。

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