Mach 10 Bow-Shock Unsteadiness Modeled by Linear Combination of Two Mechanisms.

R. Jeffrey Balla
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引用次数: 1

Abstract

This paper presents mechanisms to explain, as well as mathematics to model, time-averaged spatially resolved amplitude observations of number density and number density unsteadiness in a Mach 10 flow as it transitions from the freestream, through a bow-shock wave, and into the gas cap created by a blunt-body model. The primary driver for bow-shock unsteadiness is freestream unsteadiness or "tunnel noise." Primary unsteadiness is bow-shock oscillation. It scales spatially with the number density first derivative and is modeled using a sech2(z) term. Secondary weaker unsteadiness begins as freestream unsteadiness and increases linearly in direct proportion to the gas number density across the bow shock and into the gas cap. This is the well-known amplification of the freestream turbulent kinetic energy mechanism and is modeled using a tanh(z) term. Total unsteadiness [fit using tanh(z) term + sech2(z) term] is expressed as the number density standard deviation and modeled as a linear combination of these two independent, simultaneous, and nonlinear unsteadiness mechanisms. Relationships between mechanism coefficients and various flowfield and wind-tunnel parameters are discussed. For example, bow-shock and gas cap oscillation amplitudes are linearly correlated with stagnation pressure and, by deduction, freestream unsteadiness.
基于两种机构线性组合的10马赫弓形激波非定常模型。
本文提出了解释机制,以及数学模型,时间平均空间分辨振幅观测的数密度和数密度不稳定在马赫数10流动从自由流过渡,通过弓形激波,并进入由钝体模型产生的气顶。弓形激波失稳的主要驱动因素是自由流失稳或“隧道噪声”。主要失稳是弓形激波振荡。它使用数字密度一阶导数在空间上进行缩放,并使用sech2(z)项进行建模。次级弱非定常始于自由流非定常,并与横过弓形激波并进入气顶的气体数密度成正比线性增加。这是众所周知的自由流湍流动能机制的放大,并使用tanh(z)项进行建模。总失稳[用tanh(z)项+ sech2(z)项拟合]表示为数密度标准差,并建模为这两种独立、同时的非线性失稳机制的线性组合。讨论了机理系数与各种流场和风洞参数之间的关系。例如,弓形激波和气顶振荡振幅与滞止压力和自由流不稳定性呈线性相关。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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