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THESE de DOCTORAT - cerfacs

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2.3 Hybrid computation of noise: Acoustic Analogies 35<br />

reacting flow, the energy equation Eq. (2.28) is combined with Eq. (2.47) leading to<br />

[<br />

1 Ds (γ − 1)<br />

=<br />

c p Dt ρc 2<br />

Phillip’s equation for reacting flows reads<br />

D 2 π<br />

Dt 2 − ∂ (<br />

c 2 ∂π )<br />

= ∂u j ∂u i<br />

− ∂<br />

∂x i ∂x i ∂x i ∂x j<br />

+ D Dt<br />

]<br />

∂J<br />

˙ω T + ∑ h k<br />

k − ∂q i<br />

+ τ ij : ∂u i<br />

+ ˙Q + D (ln r) (2.58)<br />

∂x<br />

k i ∂x i ∂x j Dt<br />

∂x i<br />

( 1<br />

ρ<br />

[ (<br />

(γ − 1)<br />

ρc 2<br />

)<br />

∂τ ij<br />

∂x j<br />

∂J<br />

˙ω T + ∑ h k<br />

k − ∂q i<br />

+ τ ij : ∂u i<br />

+ ˙Q (2.59)<br />

∂x<br />

k i ∂x i ∂x j<br />

Dt 2 (ln r)<br />

+ D2<br />

Equation (2.59) was introduced by Chiu & Summerfield [14] and Kotake [39]. This expression<br />

accounts for some acoustic-flow interactions, since gradients of the sound velocity c are<br />

inclu<strong>de</strong>d in the acoustic operator. It has several advantages compared to Lighthill’s analogy,<br />

since mean temperature and <strong>de</strong>nsity of the propagation medium are not assumed homogeneous<br />

in space, which is clearly the case for reacting flows. The term responsible for noise<br />

generation due to hydrodynamic fluctuations is now <strong>de</strong>fined as ∂u j<br />

∂x i<br />

∂u i<br />

∂x j<br />

. The <strong>de</strong>nsity contribution<br />

in this term has been removed, contrary to its form in Lighthill’s analogy<br />

∂2<br />

∂x i ∂x j<br />

(ρu i u j ). It is<br />

clear then that for low Mach numbers there is not anymore ambiguity in this source <strong>de</strong>finition<br />

since acoustic-flow interactions are not anymore inclu<strong>de</strong>d in this term [4]. Nevertheless, Lilley<br />

[52] <strong>de</strong>monstrated that when the Mach number is not negligible, acoustic-flow interactions<br />

are still contained in the compressible part of u i . Another interesting remark done by Bailly<br />

[4] is that in this equation the source responsible for indirect noise (the acceleration of <strong>de</strong>nsity<br />

inhomogeneities) no longer appears. It is recommen<strong>de</strong>d therefore that if indirect noise is not<br />

negligible and no strong changes in the mean flow are present, Lighthill’s analogy should be<br />

the formulation un<strong>de</strong>r consi<strong>de</strong>ration.<br />

)]<br />

Simplifying Phillips’ Analogy<br />

Phillips’ equation (Eq. 2.59), as Lighthill’s formulation, is an exact rearrangement of the fluid<br />

dynamics equations. Similar assumptions as those ma<strong>de</strong> in section 2.3.2 are consi<strong>de</strong>red here.<br />

It is assumed then that the diffusion of species J k , the dissipation function τ ∂u i<br />

∂x j<br />

, external energy<br />

sources ˙Q, heat fluxes ∂q i<br />

∂x i<br />

, the viscosity stresses τ ij , changes in the molecular weight of<br />

the mixture D Dt (ln r) and the Reynolds stress tensor ρu iu j are neglected in comparison to the<br />

monopolar source of noise ∂ ˙ω T<br />

∂t<br />

. The simplified Phillips’ equation then reads:

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