### 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 |

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### ASJC Scopus subject areas

- Engineering(all)

### Cite this

*Unknown Host Publication Title*(pp. 170-175). Science Press.

**INVESTIGATION OF NONLINEAR TRANSITION MECHANISMS IN BOUNDARY-LAYER FLOWS BY NUMERICAL SOLUTION OF THE NAVIER-STOKES EQUATIONS.** / Fasel, Hermann F.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

*Unknown Host Publication Title.*Science Press, pp. 170-175.

}

TY - GEN

T1 - INVESTIGATION OF NONLINEAR TRANSITION MECHANISMS IN BOUNDARY-LAYER FLOWS BY NUMERICAL SOLUTION OF THE NAVIER-STOKES EQUATIONS.

AU - Fasel, Hermann F

PY - 1984

Y1 - 1984

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=0021651575&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0021651575&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0021651575

SN - 9067640050

SP - 170

EP - 175

BT - Unknown Host Publication Title

A2 - Tan, Deyan

PB - Science Press

ER -