TECHNICAL NOTES
Jan 16, 2004

Transition Effects in Flow Over Side Weirs

This article has a reply.
VIEW THE REPLY
Publication: Journal of Irrigation and Drainage Engineering
Volume 130, Issue 1

Abstract

The effect of water surface slope in the lateral direction on flow over side weirs was studied. Water surface elevation on the weir plane was expressed by a parameter ψ based upon the hydraulic profile on the channel axis. Two different relationships of ψ as a function of the Froude number were used to calculate side weir discharges. Results were compared with the experimental data. It was shown that better results are obtained when transition conditions of ψ=1 at the ends of the side weirs with no lateral surface slope are taken into account. However the effect of water surface slope in lateral direction is of secondary importance as compared to the angle of the deflected water jet along the side weir.

Get full access to this article

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

References

Borghei, S. M., Jalili, M. R., and Ghodsian, M.(1999). “Discharge coefficient for sharp-crested side weirs in subcritical flow.” J. Hydraul. Eng., 125(10), 1051–1056.
De Marchi, G.(1934). “Saggio di teoria di funzionamente degli stramazzi laterali.” L’Energia Elettrica, 11, 849–860 (in Italian).
Hager, W. H. (1982). Die Hydraulik von Verteilkanalen, Teil 1-2, Mitteilungen der Versuchanstalt für Wassebau, Hydrologie und Glaziologie, Nr.55-56, Zürich.
Muslu, Y.(2001). “Numerical analysis for lateral weir flow.” J. Irrig. Drain. Eng., 127(4), 246–253.
Muslu, Y.(2002). “Lateral weir flow model using a curve fitting analysis.” J. Hydraul. Eng., 128(7), 712–715.
Subramanya, K., and Awasthy, S. C.(1972). “Spatially varied flow over side-weirs.” J. Hydraul. Div., Am. Soc. Civ. Eng., 98(1), 1–10.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 130Issue 1February 2004
Pages: 92 - 95

History

Received: Mar 18, 2002
Accepted: Feb 19, 2003
Published online: Jan 16, 2004
Published in print: Feb 2004

Permissions

Request permissions for this article.

Authors

Affiliations

Yilmaz Muslu
Professor, Dept. of Environmental Engineering, Faculty of Civil Engineering, Technical Univ. of Istanbul, 80626 Ayazaga, Istanbul/Turkey.
Ebubekir Yüksel
Assistant Professor, Dept. of Environmental Engineering, Faculty of Civil Engineering, Technical Univ. of Istanbul, 80626 Ayazaga, Istanbul/Turkey.
Hasan Tozluk
Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering and Architecture, Osmangazi University, Eskisehir/Turkey.

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