TECHNICAL NOTES
Jul 1, 1995

Inner Region of Smooth Pipes and Open Channels

Publication: Journal of Hydraulic Engineering
Volume 121, Issue 7

Abstract

The eddy viscosity function, proposed in this note, is characterized by a damping coefficient, Γo, the asymptotic value for a large Reynolds number. It is related to the Reynolds stress in the near-wall region. As the Reynolds number decreases in pipes and subcritical open-channel flow, the velocity profile is progressively displaced from the universal log-linear relation, which is accounted for by increasing values of the damping coefficient. The inverse relation between the Reynolds number and the damping coefficient follows from an analytical solution of the velocity profile, which is composed of both a viscous and a turbulent component. The inverse relation, derived from the logarithmic gradient of the viscous component, also yields the minimum Reynolds number for completely turbulent flow. Furthermore, it provides the basis for the correlation of various characteristics in the laminar-turbulent transition and of heat and mass transfer coef-ficients. All of these relations, which are singular functions of the asymptotic value of the damping coefficient, Γo, support the cubic, rather than the quartic, variation of Reynolds stress and eddy viscosity in the near-wall region.

Get full access to this article

View all available purchase options and get full access to this article.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 121Issue 7July 1995
Pages: 555 - 560

History

Published online: Jul 1, 1995
Published in print: Jul 1995

Permissions

Request permissions for this article.

Authors

Affiliations

Donald J. O'Connor
Prof. of Civ. Engrg., Manhattan Coll., Manhattan Coll. Parkway, Riverdale, NY 10471.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share