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Turbulence Closure, Steady State, and Collapse into Waves

机译:湍流闭合,稳态和塌陷成波浪状

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摘要

A new simple two-equation turbulence closure is constructed by hypothesizing that there is an extra energy sink in the turbulent kinetic energy (k) equation representing the transfer of energy from k to internal waves and other nonturbulent motions. This sink neither contributes to the buoyancy flux nor to dissipation, the nonturbulent mode being treated as inviscid. The extra sink is proportional to the squared ratio between the turbulent time scale τ ~ k/ε, with turbulent dissipation rate ?, and the buoyancy period T = 2π/N. With a focus on high-Reynolds number, spatially homogeneous, stably stratified shear flow away from boundaries, the turbulence is described by equations for a master length scale L ~ k~(3/2)/ε and the master time scale τ. It is assumed that the onset of the collapse of turbulence into nonturbulence occurs at τ = T. The new theory is almost free of empirical parameters and compares well with laboratory and numerical experiments. Most remarkable is that the model predicts the turbulent Prandtl number, which is generally σ = σ_0/[1 - (τ/T)~2], with σ_0 = 1/2, and hence is not a unique function of mean flow variables. Only in structural equilibrium (τ = 0) is the Prandtl number a unique function of the gradient Richardson number R_g: σ = σ_0/(1 - 2R_g). These forms of the Prandtl number function immediately determine the flux Richardson number R_f = R_g/σ. Steady state occurs at R_g~s = 1/4 with R_f = 1/4, and within structural equilibrium the collapse of turbulence is complete at R_g = 1/2.
机译:通过假设在湍动能(k)方程中存在一个额外的能量汇,该方程代表了能量从k到内波和其他非湍流运动的传递,从而构造了一个新的简单的两方程湍流闭合。该沉没既不影响浮力也不影响消散,将非湍流模式视为无粘性。额外的水槽与湍流时间尺度τ〜k /ε(湍流耗散率)和浮力周期T =2π/ N之间的平方比成正比。着眼于高雷诺数,空间均匀,稳定分层的切变流,远离边界,用主长度尺度L〜k〜(3/2)/ε和主时间尺度τ的方程描述湍流。假设湍流向非湍流崩溃的发生发生在τ= T处。新理论几乎没有经验参数,并且与实验室和数值实验相比较很好。最引人注目的是该模型预测了湍流的普朗特数,通常为σ=σ_0/ [1-(τ/ T)〜2],σ_0= 1/2,因此不是平均流量变量的唯一函数。仅在结构平衡(τ= 0)中,普朗特数才是梯度理查森数R_g的唯一函数:σ=σ_0/(1-2R_g)。普朗特数函数的这些形式立即确定通量理查森数R_f = R_g /σ。稳态发生在R_g〜s = 1/4且R_f = 1/4处,并且在结构平衡内,湍流的崩溃在R_g = 1/2时完成。

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