Hostname: page-component-78c5997874-4rdpn Total loading time: 0 Render date: 2024-11-06T11:01:00.972Z Has data issue: false hasContentIssue false

Direct numerical simulation of turbulent channel flow with permeable walls

Published online by Cambridge University Press:  09 January 2002

SEONGHYEON HAHN
Affiliation:
School of Mechanical and Aerospace Engineering, Seoul National University, Seoul 151-742, Korea
JONGDOO JE
Affiliation:
School of Mechanical and Aerospace Engineering, Seoul National University, Seoul 151-742, Korea Present address: Engine Engineering Center, Samsung Techwin Co., Ltd., Changwon 641-717, Korea.
HAECHEON CHOI
Affiliation:
School of Mechanical and Aerospace Engineering, Seoul National University, Seoul 151-742, Korea

Abstract

The main objectives of this study are to suggest a proper boundary condition at the interface between a permeable block and turbulent channel flow and to investigate the characteristics of turbulent channel flow with permeable walls. The boundary condition suggested is an extended version of that applied to laminar channel flow by Beavers & Joseph (1967) and describes the behaviour of slip velocities in the streamwise and spanwise directions at the interface between the permeable block and turbulent channel flow. With the proposed boundary condition, direct numerical simulations of turbulent channel flow that is bounded by the permeable wall are performed and significant skin-friction reductions at the permeable wall are obtained with modification of overall flow structures. The viscous sublayer thickness is decreased and the near-wall vortical structures are significantly weakened by the permeable wall. The permeable wall also reduces the turbulence intensities, Reynolds shear stress, and pressure and vorticity fluctuations throughout the channel except very near the wall. The increase of some turbulence quantities there is due to the slip-velocity fluctuations at the wall. The boundary condition proposed for the permeable wall is validated by comparing solutions with those obtained from a separate direct numerical simulation using both the Brinkman equation for the interior of a permeable block and the Navier–Stokes equation for the main channel bounded by a permeable block.

Type
Research Article
Copyright
© 2002 Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)