DISCUSSIONS AND CLOSURES
Jun 15, 2010

Discussion of “Hydraulics of Broad-Crested Weirs with Varying Side Slopes” by J. E. Sargison and A. Percy

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Irrigation and Drainage Engineering
Volume 136, Issue 7
First page of PDF

Get full access to this article

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

References

Bazin, H. (1896). “Expériences Nouvelles sur l’Ecoulement par Déversoir.” (“Recent experiments on the flow of water over weirs.”) Mémoires et Documents, Annales des Ponts et Chaussées, Séries 7, 12(2), 645–731 (in French).
Bélanger, J. B. (1841). “Notes sur l’Hydraulique.” (“Notes on hydraulic engineering.”) Ecole Royale des Ponts et Chaussées, Paris, France, session 1841–1842 (in French).
Bos, M. G. (1976). “Discharge measurement structures.” Publication No. 161, Delft Hydraulic Laboratory, Delft, The Netherlands (also Publication No. 20, ILRI, Wageningen, The Netherlands).
Chanson, H. (1996). “Free-surface flows with near-critical flow conditions.” Can. J. Civ. Eng., 23(6), 1272–1284.
Chanson, H. (2004). The hydraulics of open channel flows: An introduction, 2nd Ed., Butterworth-Heinemann, Oxford, U.K.
Gonzalez, C. A., and Chanson, H. (2007). “Experimental measurements of velocity and pressure distribution on a large broad-crested weir.” Flow Meas. Instrum., 18(3–4), 107–113.
Harrison, A. J. M. (1967). “The streamlined broad-crested weir.” Proc., Instn. Civil Engrs., Institute of Civil Engineers, London, Vol. 38, 657–678.
Henderson, F. M. (1966). Open channel flow, Macmillan, New York.
Isaacs, L. T. (1981). “Effects of laminar boundary layer on a model broad-crested weir.” Research Report No. CE28, Dept. of Civil Eng., Univ. of Queensland, Brisbane, Australia.
Jaeger, C. (1956). Engineering fluid mechanics, Blackie and Son, Glasgow, U.K.
Montes, J. S. (1998). Hydraulics of open channel flow, ASCE, New York.
Mos, W. D. (1972). “Flow separation at the upstream edge of a square-edged broad-crested weir.” J. Fluid Mech., 52(2), 307–320.
Sargison, J. E., and Percy, A. (2009). “Hydraulics of broad-crested weirs with varying side slopes.” J. Irrig. Drain. Eng., 135(1), 115–118.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 136Issue 7July 2010
Pages: 508 - 509

History

Received: Mar 15, 2009
Accepted: Mar 29, 2009
Published online: Jun 15, 2010
Published in print: Jul 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Hubert Chanson [email protected]
Prof., School of Civil Engineering, The Univ. of Queensland, Brisbane QLD 4072, Australia. E-mail: [email protected]

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