TECHNICAL PAPERS
Apr 1, 1984

Laboratory Verification of Turbulent Flow Model

Publication: Journal of Hydraulic Engineering
Volume 110, Issue 4

Abstract

Salient features of a method to compute turbulent flows in closed and open channels using the kε turbulence model are reviewed. An experimental study to verify the method is described which concludes that the method is capable of predicting the fully‐developed distributions of the time‐averaged velocity component in the longitudinal direction and the shear stress in two‐dimensional, uniform channel flows accurately. The turbulence regime of the flows tested varies from transitional turbulence to fully‐developed turbulence for free‐surface flows and from hydraulically smooth turbulence to transitional turbulence for flows with top cover.

Get full access to this article

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

References

1.
Lau, Y. L., and Krishnappan, B. G., “Ice Cover Effects on Stream Flows and Mixing,” Journal of the Hydraulics Division, ASCE, Vol. 107, No. HY10, Oct., 1981.
2.
Launder, B. E., and Spalding, D. B., “The Numerical Calculation of Turbulent Flows,” Computer Methods in Applied Mechanics and Engineering, Vol. 3, 1974, pp. 269–289.
3.
Patankar, S. V., and Spalding, D. B., “Heat and Mass Transfer in Boundary Layers,” Intertext Publishers, London, England, 1970.
4.
Rastogi, A. K., and Rodi, W., “Predictions of Heat and Mass Transfer in Open Channels,” Journal of the Hydraulics Division, ASCE, Vol. 104, No. HY3, Mar., 1978.
5.
Rodi, W., “Turbulence Models and Their Application in Hydraulics,” State⁃of‐the‐art Paper, Presented by IAHR Section on Fundamentals of Division II: Experimental and Mathematical Fluid Dynamics, June, 1980.
6.
Sayre, W. W., and Song, G. B., “Effects of Ice Covers on Alluvial Channel Flow and Sediment Transport Processes,” IIHR Report No. 218, Iowa Institute of Hydraulics Research, The University of Iowa, Iowa City, Iowa, Feb., 1979.
7.
Shen, H. T., and Harden, T. O., “The Effects of Ice Cover on Vertical Transfer in Stream Channels,” Water Resources Bulletin, American Water Resources Association, Vol. 14, No. 6, 1978.
8.
Yalin, M. S., Private Communication.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 110Issue 4April 1984
Pages: 500 - 514

History

Published online: Apr 1, 1984
Published in print: Apr 1984

Permissions

Request permissions for this article.

Authors

Affiliations

Bommanna G. Krishnappan
Research Sci., Environ. Hydr. Sect., Hydr. Div., Nat. Water Research Inst., Canada Center for Inland Waters, Burlington, Ontario, Canada

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