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Oscillations, Waves, and Interactions - GWDG

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92 D. Ronneberger et al.<br />

As usual the oscillating part of the flow field is decomposed into independent modes<br />

each of which is characterized by the cross-sectional distribution of the oscillating<br />

quantities {û, ˆv, ˆp}n <strong>and</strong> by the dispersion relation ω = Ω n(α); one such example has<br />

already been discussed in connection with the Rayleigh equation (4). In the case of<br />

uniform mean flow (‘flat’ velocity profile) the whole set of the modes is a complete<br />

base for the description of the unsteady part of the field in the duct. A further reason<br />

why a flat velocity profile is assumed in many theoretical studies is the advantage<br />

that both, the mean <strong>and</strong> the oscillatory part of the flow have a potential in this case,<br />

<strong>and</strong> that the distributions of the velocity <strong>and</strong> the pressure {û, ˆv, ˆp}n can be described<br />

by well-known analytic functions in simple cross-sectional geometries like the 2D <strong>and</strong><br />

the circular channel. The eigenvalue problem by which Ω n(α) <strong>and</strong> {û, ˆv, ˆp}n are<br />

determined is then reduced to the solution of a transcendental equation.<br />

4.1 Disregarding of shear stress <strong>and</strong> uniform mean flow<br />

4.1.1 Boundary condition at the wall<br />

The flat velocity profile exhibits a discontinuity at the wall, i. e., the boundary layer<br />

is replaced by an infinitesimal vortex layer. So it is not trivial which of the unsteady<br />

quantities remain continuous when passing through the vortex layer <strong>and</strong> how, consequently,<br />

the boundary condition, i. e. the acoustical admittance of the wall, is to<br />

be translated to the field in the interior of the channel. In any case the pressure has<br />

to be continuous since otherwise the lateral pressure gradient <strong>and</strong> the lateral acceleration<br />

of the fluid elements would tend to infinity. In addition the lateral deflection<br />

of the fluid elements on both sides of the vortex layer are assumed to be equal. This<br />

assumption however is justified only in the absence of shear stress as will be shown<br />

in Sect. 4.2.1.<br />

The unsteady deflection of the wall <strong>and</strong> of the vortex layer, which sticks to the<br />

wall, so to speak, can be clearly defined. However the extension of this term to<br />

the flow field is problematic even if an infinitesimal oscillatory flow is superimposed<br />

on the mean flow. The vortex layer can be described as a set of streamlines which<br />

are determined by the integration of the field of flow directions. Thus the unsteady<br />

deflection of a streamline generally depends on the arbitrary starting point of the integration.<br />

To avoid this problem some local information about the temporal <strong>and</strong> the<br />

spatial development of the oscillating streamline is assumed to exist such that the relation<br />

between the transverse component v ′ of the flow velocity <strong>and</strong> the hypothetical<br />

deflection η ′ of the streamline can be used to define the deflection<br />

v ′ (x, t) = ∂η′ (x, t)<br />

∂ t<br />

+ U(x) ∂η′ (x, t)<br />

∂ x<br />

=: Dη′ (x, t)<br />

Dt<br />

. (10)<br />

Herein x = (x, y, z) t is the 3D position vector, <strong>and</strong> the x-direction is aligned with<br />

the mean-flow direction (u(x) = [U(y, z), 0, 0] t ). Then v ′ <strong>and</strong> η ′ are 2D vectors in<br />

the (y, z)-plane. The abbreviation D/Dt := ∂/∂ t + U∂/∂ x st<strong>and</strong>s for the temporal<br />

derivative in a frame of reference that is moving at velocity U. Thus, from Eq. (10)<br />

<strong>and</strong> from the assumption that the deflection η ′ of the streamlines is solenoidal, i. e.<br />

that the compressibility of the fluid can be ignored on the infinitesimal scale of the

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