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Optimization Closures for Mixing Shocks in Stratified Hydrostatic Flows

机译:分层静水流中混合冲击的优化闭合

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摘要

In a pair of recent papers, Tabak, Jacobson, and Milewski present an alternative closure for shocks in two-layer shallow water flow. This closure replaces conservation of mass with conservation of energy, allowing breaking waves to move fluid mass across density surfaces. This thesis extends this type of closure to shallow water flows with arbitrarily many layers, as well as to continuously stratified hydrostatic flows in isopycnal coordinates. The optimization closures introduced here enforce minimal production across shocks of some quantities (such as layer mass) subject to exact conservation of some others (such as energy). After introducing and motivating optimization closures, Chapter 1 develops the analogue of the classical jump conditions for these closures, and develops finite volume methods which enforce optimization closures. These methods are used to test the new jump conditions numerically. Chapter 2 studies shocks and optimization closures in continuously stratified hydrostatic flow in isopycnal coordinates, which emerges as the limit of layered shallow water with many layers. The simple wave problem for this system is reduced to a linear eigenproblem amenable to efficient numerical solution. The simple waves, exact solutions which break nonlinearly, are used as a test bed for studying shocks. It is then shown that optimization closures for this system are equivalent to a nonlocal vertical forcing term. The effects of this forcing term are given an interpretation involving the Bernoulli polynomials, and it is argued that this forcing term indeed mixes the fluid according to two diagnostic criteria for irreversible diapycnal mixing, background potential energy and mixing entropy. Finally, a numerical integration of a breaking simple wave in continuously stratified flow with a optimization closure is presented.
机译:在最近的两篇论文中,Tabak,Jacobson和Milewski提出了另一种用于封闭两层浅水流动中的冲击的闭合装置。这种闭合将能量的守恒替换为质量的守恒,从而允许碎波使流体在整个密度表面上移动。本文将这种类型的封闭扩展到任意层的浅水流,以及等渗坐标系中连续分层的静水流。此处引入的优化闭包可在一定量(例如层质量)的冲击下,但要严格保护其他一些量(例如,能量),以使生产最少。在介绍并激励了优化闭包之后,第1章为这些闭包开发了经典跳跃条件的类似物,并开发了实施优化闭包的有限体积方法。这些方法用于数值测试新的跳跃条件。第2章研究了等渗坐标系中连续分层静水力流动中的冲击和最优化闭合,这些流体以分层浅水层的边界出现为限。该系统的简单波动问题被简化为适合有效数值解的线性特征问题。简单的波浪,非线性断裂的精确解,被用作研究冲击的试验台。然后表明,该系统的优化闭包等效于非局部垂直强迫项。对该强迫项的影响进行了涉及伯努利多项式的解释,并且认为该强迫项确实根据不可逆的对向混合的两个诊断标准,背景势能和混合熵混合了流体。最后,给出了在连续分层流中具有优化闭合的破碎简单波的数值积分。

著录项

  • 作者

    Friel, Robert.;

  • 作者单位

    New York University.;

  • 授予单位 New York University.;
  • 学科 Applied mathematics.;Atmospheric sciences.;Mathematics.
  • 学位 Ph.D.
  • 年度 2017
  • 页码 144 p.
  • 总页数 144
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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