Abstract
The present investigations are based on a direct numerical approach, i. e. , bypassing the formulation of eigenvalue problems as is customary in hydrodynamic stability theory. Rather, a rectangular integration domain A-B-C-D is selected whereby the disturbances are introduced at the upstream boundary A-D. The reaction of the flow to the disturbances introduced at A-D is then determined by numerical solution of the complete Navier-Stokes equations for two-dimensional incompressible flow. Therefore, the downstream development of the disturbances can be studied. 6 refs.
| Original language | English (US) |
|---|---|
| Title of host publication | Unknown Host Publication Title |
| Editors | Deyan Tan |
| Publisher | Science Press |
| Pages | 170-175 |
| Number of pages | 6 |
| ISBN (Print) | 9067640050 |
| State | Published - 1984 |
| Externally published | Yes |
ASJC Scopus subject areas
- General Engineering
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