TECHNICAL NOTES
Jan 1, 2007

Simulation of Flow past an Open-Channel Floor Slot

Publication: Journal of Hydraulic Engineering
Volume 133, Issue 1

Abstract

In the past, solutions to the problem of flow past a floor slot in a rectangular open channel used to divert flow from one stream to another were obtained mainly on the basis of model tests or through the development of simplified theoretical expressions. In the present study, the free-surface turbulence model is applied to obtain the flow parameters such as pressure head distribution, velocity distribution, and water surface profile. The predictions of the proposed numerical model are validated using previous experimental data. In particular, the model predictions agree well with the test data related to flow parameters. The study indicates that the free-surface turbulence model developed is an efficient and useful tool for predicting characteristics of free surface flows such as flow past a floor slot. For flow past an open-channel floor slot, a model that is properly validated can be used to predict the flow characteristics under various flow configurations encountered in the field, without resorting to expensive experimental procedures.

Get full access to this article

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

References

Brune, A. W., Yee, P. P., Appel, E., and Graf, W. H. (1975). “Performance of Pennsylvania highway drainage inlets.” J. Hydr. Div., 101(12), 1519–1536.
Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York.
Ferziger, J. H., and Peric, M. (2002). Computational method for fluid dynamics, 3rd Ed., Springer, Berlin.
Issa, R. I. (1986). “Solution of implicitly discretized fluid flow equations by operator splitting.” J. Comput. Phys., 62, 40–65.
Launder, B. E., and Spalding, D. B. (1974). “The numerical computation of turbulent flows.” Comput. Methods Appl. Mech. Eng., 3, 269–289.
Nasser, M. S., Venkataraman, P., and Ramamurthy, A. S. (1980a). “Flow in a channel with a slot in the bed.” J. Hydraul. Res., 18(4), 359–367.
Nasser, M. S., Venkataraman, P., and Ramamurthy, A. S. (1980b). “Curvature corrections in open channel flow.” Can. J. Civ. Eng., 7, 421–431.
Mohapatra, P. K., Murty Bhallamudi, S., and Eswaran, V. (2001). “Numerical study of flows with multiple free surfaces.” Int. J. Numer. Methods Fluids, 36, 165–184.
Ramamurthy, A. S., and Satish, M. (1986). “Discharge characteristics of flow past a floor slot.” J. Irrig. Drain. Eng., 112(1), 20–27.
Satish, M. G. (1986). “Discharge characteristics of flow past a floor slot.” Ph.D. thesis Concordia Univ., Montréal.
Venkataraman, P. (1977). “Divided flow in channels with bottom openings,” J. Hydr. Div., 103(2), 190–194.
Venkataraman, P. (1978). “Spatially varied flow in open channels.” Ph.D. thesis Venkateshwara Univ., Tirupati, India.
Wilcox, D. C. (2000). Turbulence modeling for CFD, 2nd Ed., DCW Industries, Inc.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 1January 2007
Pages: 106 - 110

History

Received: Mar 29, 2005
Accepted: Mar 13, 2006
Published online: Jan 1, 2007
Published in print: Jan 2007

Permissions

Request permissions for this article.

Authors

Affiliations

A. S. Ramamurthy
Professor, Dept. of Civil Engineering, Concordia Univ., 1455 de Maisonneuve W., Montreal PQ, Canada H3G 1M8. E-mail: [email protected]
Junying Qu
Graduate Assistant, Dept. of Civil Engineering, Concordia Univ., 1455 de Maisonneuve W., Montreal PQ, Canada.
Diep Vo
Research Scientist, Dept. of Civil Engineering, Concordia Univ., 1455 de Maisonneuve W., Montreal PQ, 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