Discussion of “New Theoretical Solution of the Stage-Discharge Relationship for Sharp-Crested and Broad Weirs” by V. Ferro
Publication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 6
IR.1943-4774.0000514/asset/6592dec8-3079-4cac-afa1-0d94cab6644d/assets/(asce)ir.1943-4774.0000514.fp.png)
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References
Azimi, A. H., and Rajaratnam, N. (2009). “Discharge characteristics of weirs of finite crest length.” J. Hydraul. Eng., 135(12), 173–179.
Kandaswamy, P. K., and Rouse, H. (1957). “Characteristics of flow over terminal weirs and sills.” J. Hydraul. Div., 83(4), 1–13.
Singer, J. (1964). “Square-edged broad crested weir as a flow measurement device.” Water Water Eng., 28(820), 229–235.
Swamee, P. K. (1988). “Generalized rectangular weir equations.” J. Hydraul. Eng., 114(8), 945–952.
Information & Authors
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Published In
Journal of Irrigation and Drainage Engineering
Volume 139 • Issue 6 • June 2013
Pages: 516 - 517
Copyright
© 2013 American Society of Civil Engineers.
History
Received: May 15, 2012
Accepted: May 25, 2012
Published online: May 15, 2013
Published in print: Jun 1, 2013
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A.M.ASCE
Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2 (corresponding author). E-mail: [email protected]
F.ASCE
Professor Emeritus, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton AB, Canada T6G 2W2. E-mail:[email protected]
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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.
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.