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On the growth of water waves and the motions beneath them.

机译:关于水波的增长及其下方的运动。

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摘要

The fluid zone within half of a wave length of a wavy air-water interface has complex and important flow regimes which are presently neither fully understood nor predictable. This dissertation attempts to increase our understanding in two ways. Firstly, a numerical model of this zone was created and applied to various cases of interest. Secondly, an experiment was conducted to study the active fluid motions beneath the interface in a large laboratory wind-wave facility.;The numerical model describes the fully developed, turbulent, coupled air-water regime and uses the finite difference method for solution. The model is of the linear-instability type, and consists of two main parts, viz., a model of the coupled mean (time-independent) flow profiles in the air and the water, and a model of the time-dependent perturbations to the mean flow caused by the presence of a wave component on the interface. The predictions of the numerical model were compared to a variety of experiments performed in laboratory wave-generation facilities (confined flow) and in the ocean (unconfined flow) and generally demonstrate excellent agreement. The model was also applied to predict momentum and energy transfer across the air-water interface, and the corresponding wave growth rate. In contrast to previous theoretical and numerical models, our model predicts wave growth rates that are in quantitative agreement with both laboratory and field data. In addition, the model can explain the scatter in the field data as being due to variation in surface roughness and flow Reynolds number.;The technique of digital particle image velocimetry (DPIV) was applied to measure instantaneous, two-dimensional velocity fields in the water directly beneath a wavy interface. We studied mechanically-generated waves and wind-generated waves for wind speeds of 1.5, 3.0, 4.5, and 6.0 m/s. Our results confirm the viability and applicability of this technique for the study of motions beneath water waves. Most importantly, the results also show evidence of strong three-dimensional stream-wise circulations beneath the interface at high wind speeds, which cause the sub-surface flow to behave differently in comparison to the flow in the vicinity of a rough, solid boundary.
机译:波浪形的空气-水界面的波长的一半以内的流体区域具有复杂而重要的流动形式,目前尚无法完全理解或预测。本文试图通过两种方式来增进我们的理解。首先,创建了该区域的数值模型,并将其应用于各种感兴趣的情况。其次,进行了一项实验研究大型实验室风波设备界面下方的活动流体运动。数值模型描述了充分发展的,湍流耦合的空气-水状态,并使用有限差分法求解。该模型是线性不稳定类型的,由两个主要部分组成,即,空气和水中耦合的均值(与时间无关)流动曲线模型和与时间有关的扰动模型。由界面上存在波分量引起的平均流量。将数值模型的预测结果与在实验室波浪产生设施(密闭水流)和海洋(密闭水流)中进行的各种实验进行了比较,总体上证明了极好的一致性。该模型还用于预测气-水界面上的动量和能量转移以及相应的波浪增长率。与以前的理论和数值模型相比,我们的模型预测的波浪增长率与实验室和现场数据在数量上是一致的。此外,该模型可以解释现场数据中的散布是由于表面粗糙度和流动雷诺数的变化所引起的。;数字粒子图像测速技术(DPIV)被应用于测量瞬时二维速度场。直接在波浪形界面下方浇水。我们研究了机械产生的波和风力产生的波,其风速分别为1.5、3.0、4.5和6.0 m / s。我们的结果证实了该技术在水浪下运动研究中的可行性和适用性。最重要的是,这些结果还显示出在高风速下界面下方有很强的三维流环流的迹象,这导致地下流与粗糙实心边界附近的流相比具有不同的行为。

著录项

  • 作者

    Harris, Jonathan Alan.;

  • 作者单位

    Stanford University.;

  • 授予单位 Stanford University.;
  • 学科 Civil engineering.;Mechanical engineering.;Physical oceanography.
  • 学位 Ph.D.
  • 年度 1992
  • 页码 361 p.
  • 总页数 361
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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