THESE de DOCTORAT - cerfacs
THESE de DOCTORAT - cerfacs
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: