Closure to “Overtopping Breaching of Noncohesive Homogeneous Embankments” by Stephen E. Coleman, Darryl P. Andrews, and M. Grant Webby
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VIEW THE ORIGINAL ARTICLEAuthors: Stephen E. Coleman, M. Grant Webby, and Darryl P. AndrewsAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 130, Issue 4
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References
Andrews, D. P. (1998). “Embankment failure due to overtopping flow.” ME thesis, Univ. of Auckland, Auckland, New Zealand.
Andrews, D. P., Coleman, S. E., Webby, M. G., and Melville, B. W. (1999). “Noncohesive embankment failure due to overtopping flow.” Proc., 28th Congress of the Int. Association for Hydraulic Research, Graz, Austria.
Coleman, S. E., Jack, R. C., and Melville, B. W. (1997). “Overtopping breaching of noncohesive embankment dams.” Proc., 27th Congress of the Int. Association for Hydraulic Research, San Francisco, D42–D47.
Pickens, G. A., and Grimston, J. D. (2001). “The Opuha Dam project.” “Dams—Development sustainability and performance,” Proc., NZSOLD/ANCOLD 2001 Conf. on Dams, Auckland, New Zealand.
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Copyright © 2004 American Society of Civil Engineers.
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Published online: Mar 15, 2004
Published in print: Apr 2004
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Stephen E. Coleman
Senior Lecturer, Dept. of Civil and Environmental Engineering, the Univ. of Auckland, Private Bag 92019, Auckland, New Zealand.
M. Grant Webby
Principal Hydraulics Engineer, Opus International Consultants Limited, P.O. Box 12-003, Wellington, New Zealand.
Darryl P. Andrews
Hydro Consultant, Meritec Limited, P.O. Box 4241, Auckland, New Zealand.
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