DISCUSSIONS AND CLOSURES
Jul 1, 2005

Closure to “Investigation on the Suitability of Two-Dimensional Depth-Averaged Models for Bend-Flow Simulation” by T. Y. Hsieh and J. C. Yang

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Publication: Journal of Hydraulic Engineering
Volume 131, Issue 7
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References

Blanckaert, K. (2001). “Discussion of ‘Bend-flow simulation using 2D depth-averaged model’ by H. C. Lien, et al.” J. Hydraul. Eng., 127(2), 167–170.
Blanckaert, K., and de Vriend, H. J. (2004). “Discussion of ‘Investigation on the suitability of 2D depth-averaged models for bend-flow simulation’ by T. Y. Hsieh and J. C. Yang.” J. Hydraul. Eng., 131(7), 625–628.
de Vriend, H. J. (1977). “Mathematical model of steady flow in curved shallow channels.” J. Hydraul. Res., 15(1), 37–54.
de Vriend, H. J., and Koch, F. G. (1977). “Flow of water in a curved open channel with a fixed plan bed.” Rep. on Experimental and Theoretical Investigations R675-VM1415, Part I, Delft Univ. of Technology, Delft, The Netherlands.
Hsieh, T. Y., and Yang, J. C. (2003). “Investigation on the Suitability of 2D depth-averaged models for bend-flow simulation.” J. Hydraul. Eng., 129(8), 597–612.
Lien, H. C., Hsieh, T. Y., Yang, J. C., and Yeh, K. C. (1999). “Bend-flow simulation using 2D depth-averaged model.” J. Hydraul. Eng., 125(10), 1097–1108.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 131Issue 7July 2005
Pages: 628

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Published online: Jul 1, 2005
Published in print: Jul 2005

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T. Y. Hsieh [email protected]
Research Assistant Professor, Natural Hazard Mitigation Research Center, National Chiao Tung Univ., Hsinchu, Taiwan. E-mail: [email protected]
Professor, Dept. of Civil Engineering and Natural Hazard Mitigation Research Center, National Chiao Tung Univ., Hsinchu, Taiwan. E-mail: [email protected]

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