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Oscillations, Waves, and Interactions - GWDG

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78 D. Ronneberger et al.<br />

|t + acoustic transmission coefficient<br />

|<br />

10<br />

1<br />

0.1<br />

0.01<br />

U/c = 0<br />

U/c = 0.2<br />

U/c = 0.15<br />

U/c = 0.1<br />

U/c = 0.25<br />

U/c = 0.3<br />

0.001<br />

0.6 0.8 1<br />

frequency [kHz]<br />

1.2 1.4<br />

Figure 4. Acoustic transmission coefficient of the unmodified resonator section as functions<br />

of the freqency for various flow velocities. The incident sound wave travels in the direction<br />

of flow. Resonance frequency: 840 Hz.<br />

median of the distribution of the power spectral density (psd) is taken as 0 dB. The<br />

enhancement of the psd at low frequencies is not caused by the resonator section but<br />

is due to the internal noise of the flow facility.<br />

The most prominent peak in Fig. 2(a) is marked by A 1 . The amplitude of this<br />

peak becomes very large at high flow velocities so that higher harmonics (A 2 <strong>and</strong> A 3 )<br />

appear in the spectra. At these high flow velocities the pressure fluctuations are also<br />

radiated to the opposite direction of flow ( 1 A <strong>and</strong> 2 A in Fig. 2(c)). The peak B 1 in<br />

Fig. 2(b) slightly above the frequency of the second radial resonance of the cavities<br />

(3.3 kHz) is possibly based on the same mechanism as the peak A 1 , while the peak D<br />

in Fig. 2(c) has been identified by Br<strong>and</strong>es [29,30] to be the result of another type of<br />

instability that will be reconsidered in Sect. 4.1.5.<br />

The amplitude <strong>and</strong> the mid-frequency of the A 1 -peak are plotted as functions of<br />

the flow velocity in Fig. 3 for different geometric parameters of the resonator section.<br />

While the dimensions of the cavity remain unmodified, the number of cavities is<br />

varied, <strong>and</strong> besides the circular duct cross-section also various annular cross-sections<br />

have been investigated characterized by the width of the annular gap between a central<br />

cylindrical body <strong>and</strong> the pipe wall. The peak frequencies continuously increase<br />

when the flow velocity is increased except for an interval between 1200 Hz <strong>and</strong> 1260 Hz<br />

which is always skipped. The jump of the frequency occurs at U jump/c ≈ 0.35 for the<br />

the sound speed if definite values are given, however the term ‘Mach number’ is avoided;<br />

in fact we have not succeeded in finding an adequate <strong>and</strong> practical reference speed which<br />

remains constant during a typical experiment <strong>and</strong> does not depend, e. g., on the frequency<br />

or the acoustical admittance of the lining.

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