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Breaking of Progressive Internal Gravity Waves: Convective Instability and Shear Instability

机译:渐进内部重力波的破裂:对流不稳定性和剪切不稳定性

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摘要

The breaking of a monochromatic two-dimensional internal gravity wave is studied using a newly developed spectral/pseudospectral model. The model features vertical nonperiodic boundary conditions that ensure a realistic simulation of wave breaking during the wave propagation. Isopycnal overturning is induced at a local wave steepness of s_c = 0.75-0.79, which is below the conventional threshold of s = 1. Isopycnal overturning is a sufficient condition for subsequent wave breaking by convective instability. When s = s_c, little primary wave energy is being transferred to high-mode harmonics. Beyond s = 1, high-mode harmonics grow rapidly. Primary wave energy is more efficiently transferred by waves of lower frequency. A local gradient Richardson number is defined as R_i = -(g/p_0)(dp/dz)/ζ~2 to isolate convective instability (R_i ≤ 0) and wave-induced shear instability (0 < R_i < 0.25), where dp/dz is the local vertical density gradient and ζ is the horizontal vorticity. Consistent with linear wave theory, the probability density function (PDF) for occurrence of convective instability has a maximum at wave phase φ = π/2, where the wave-induced density perturbations to the background stratification are the greatest, whereas the wave-induced shear instability has maxima around φ = 0 (wave trough) and φ = π (wave crest). Nonlinearities in the wave-induced flow broaden the phase span in PDFs of both instabilities. Diapycnal mixing in numerical simulations may be compared with that in realistic oceanic flows in terms of the Cox number. In the numerical simulations, the Cox numbers increase from 1.5 (s = 0.78) to 21.5 (s = 1.1), and the latter is in the lower range of reported values for the ocean.
机译:使用新开发的光谱/伪光谱模型研究单色二维内部重力波的破裂。该模型具有垂直非周期性边界条件,可确保在波传播过程中真实模拟波的破裂。等渗倾覆是在局部波浪陡度s_c = 0.75-0.79时引起的,该陡度低于常规s = 1的阈值。等渗倾覆是随后由于对流不稳定性造成的波浪破裂的充分条件。当s = s_c时,几乎没有一次波能量转移到高模谐波。超过s = 1时,高模谐波迅速增长。较低频率的波可以更有效地传递一次波能量。局部梯度理查森数定义为R_i =-(g / p_0)(dp / dz)/ζ〜2,以隔离对流不稳定性(R_i≤0)和波浪引起的剪切不稳定性(0

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    《Journal of Physical Oceanography》 |2010年第10期|p.2243-2263|共21页
  • 作者单位

    Center for Climatic Research, and Department of Atmospheric and Oceanic Sciences, University of Wisconsin-Madison, Madison, Wisconsin;

    rnDepartment of Atmospheric and Oceanic Sciences, University of Wisconsin-Madison, Madison, Wisconsin;

    rnCenter for Climatic Research, and Department of Atmospheric and Oceanic Sciences, University of Wisconsin-Madison, Madison, Wisconsin;

    rnDepartment of Mathematics and Engineering Physics, University of Wisconsin-Madison, Madison, Wisconsin;

    rnDepartment of Mechanical Engineering, University of Wisconsin-Madison, Madison, Wisconsin;

    rnDepartment of Mechanical Engineering, University of Wisconsin-Madison, Madison, Wisconsin;

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