Discussion of “Flow Intensity Parameter in Pier Scour Experiments” by Gonzalo Simarro, Luis Teixeira, and António H. Cardoso
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VIEW THE ORIGINAL ARTICLEAuthors: Jihn-Sung Lai [email protected], Wen-Yi Chang [email protected], and Chin-Lien Yen, F.ASCE [email protected]Author Affiliations
Publication: Journal of Hydraulic Engineering
Volume 135, Issue 2
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References
Chang, W. Y., Lai, J. S., and Yen, C. L. (2004). “Evolution of scour depth at circular bridge piers.” J. Hydraul. Eng., 130(9), 905–913.
Chiew, Y. M. (1995). “Mechanics of riprap failure at bridge piers.” J. Hydraul. Eng., 121(9), 635–643.
Chiew, Y. M., and Melville, B. W. (1987). “Local scour around bridge piers.” J. Hydraul. Res., 25(1), 15–26.
Melville, B. W., and Chiew, Y. M. (1999). “Time scale for local scour at bridge piers.” J. Hydraul. Eng., 125(1), 59–65.
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© 2009 ASCE.
History
Received: Apr 30, 2008
Accepted: May 2, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009
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Associate Research Fellow, Hydrotech Research Institute; Associate Professor, Dept. of Bioenvironmental Systems Engineering, National Taiwan Univ., 158 Chow Shan Rd., Taipei 106, Taiwan. E-mail: [email protected]
Associate Researcher, National Center for High-Performance Computing, No. 7 R&D 6th Rd., Science Park, Hsinchu, Taiwan. E-mail: [email protected]
Professor Emeritus, Dept. of Civil Engineering; Senior Research Fellow, Hydrotech Research Institute, National Taiwan Univ., 158 Chow Shan Rd., Taipei 106, Taiwan. E-mail: [email protected]
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