Closure to “Hydraulic Performance of Embankment Weir with Rough Crest” by Stefan Felder and Nushan Islam
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Hydraulic Engineering
Volume 144, Issue 4
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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, Vol. 12, Paris, 645–731 (in French).
Castro-Orgaz, O., and Chanson, H. (2014). “Depth-averaged specific energy in open-channel flow and analytical solution for critical irrotational flow over weirs.” J. Irrig. Drain. Eng., 04013006.
Ehrenberger, R. (1929). “Versuche über die Verteilung der Drücke an Wehrrücken infolge des abstürzenden Wassers.” Die Wasserwirtschaft, 22(5), 65–72 (in German).
Felder, S., and Chanson, H. (2012). “Free-surface profiles, velocity and pressure distributions on a broad-crested weir: A physical study.” J. Irrig. Drain. Eng., 1068–1074.
Fritz, H., and Hager, W. (1998). “Hydraulics of embankment weirs.” J. Hydraul. Eng., 963–971.
Kindsvater, C. E. (1964). “Discharge characteristics of embankment shaped weirs.”, U.S. Government Printing Office, Washington, DC.
Montes, J. S. (1994). “Potential flow solution to the 2D transition from mild to steep slope.” J. Hydraul. Eng., 601–621.
Sargison, J. E., and Percy, A. (2009). “Hydraulics of broad-crested weirs with varying side slopes.” J. Irrig. Drain. Eng., 115–118.
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Published In
Journal of Hydraulic Engineering
Volume 144 • Issue 4 • April 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Jun 11, 2017
Accepted: Jun 29, 2017
Published online: Jan 25, 2018
Published in print: Apr 1, 2018
Discussion open until: Jun 25, 2018
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