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Handbook of Turbomachinery Second Edition Revised - Ventech!

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significant difference is introduced to the flow decomposition:<br />

Uðx; tÞ ¼UðxÞþU 0 ðx; tÞ ð34Þ<br />

where UðxÞ is a time-averaged variable, instead <strong>of</strong> a steady one as defined in<br />

Eq. (33). For a general case with Np disturbances, each disturbance at a<br />

frequency ok can be expressed by a pair <strong>of</strong> complex conjugates, eUk and eU k,<br />

so:<br />

U 0 ðx; tÞ ¼ XNp<br />

k¼1<br />

h eUkðxÞe iokt þ eU kðxÞe<br />

iokt i<br />

ð35Þ<br />

The flow decomposition as defined in Eq. (34) leads to two sets <strong>of</strong> equations,<br />

one for the time-averaged flow, the other for the unsteady perturbations.<br />

The set <strong>of</strong> Np unsteady perturbation equations are obtained by balancing<br />

harmonic terms for each frequency.<br />

Following the earlier discussion, we know that the time-averaged<br />

equations will contain extra deterministic stress terms, which depend on the<br />

unsteady solution. On the other hand, the unsteady perturbation equations<br />

cannot be solved without a ‘‘known’’ time-averaged flow. This interdependence<br />

between the two sets <strong>of</strong> equations reflects the physical interaction<br />

between the two parts <strong>of</strong> flow and is modeled by a simultaneous coupling in<br />

the solution process <strong>of</strong> the nonlinear harmonic method, as shown in Fig. 19.<br />

The nonlinear harmonic method <strong>of</strong>fers a significant gain in computational<br />

efficiency, since neither a time-accurate integration, nor a multi-<br />

Figure 19 Strongly coupled solution between two sets <strong>of</strong> decomposed flow<br />

equations (n ¼ number <strong>of</strong> pseudotime iterations).<br />

Copyright © 2003 Marcel Dekker, Inc.

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