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) |
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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