Closure to “Investigation on the Suitability of Two-Dimensional Depth-Averaged Models for Bend-Flow Simulation” by T. Y. Hsieh and J. C. Yang
This article is a reply.
VIEW THE ORIGINAL ARTICLEThis article has a reply.
VIEW THE REPLYThis article has a reply.
VIEW THE REPLYPublication: Journal of Hydraulic Engineering
Volume 131, Issue 7
![First page of PDF](/cms/10.1061/(ASCE)0733-9429(2005)131:7(628)/asset/129a7e18-9e99-4581-b92d-4a3e4e507056/assets/(asce)0733-9429(2005)131:7(628).fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
Copyright
© 2005 ASCE.
History
Published online: Jul 1, 2005
Published in print: Jul 2005
Notes
Note. Associate Editor:
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.