Closure to “Treatment of Natural Geometry in Finite Volume River Flow Computations” by H. Capart, T. I. Eldho, S. Y. Huang, D. L. Young, and Y. Zech
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VIEW THE REPLYAuthors: H. Capart, T. I. Eldho, S. Y. Huang, D. L. Young, and Y. ZechAuthor Affiliations
Publication: Journal of Hydraulic Engineering
Volume 130, Issue 10
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References
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Burguete, J., and García-Navarro, P. (2001). “Efficient construction of high-resolution TVD conservative schemes for equations with source terms: Application to shallow water flows.” Int. J. Numer. Methods Fluids, 37, 209–248.
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Cunge, J.A., Holly, F.M., and Verwey, A. (1980). Practical aspects of computational river hydraulics, Pitman, London.
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Soares Frazão, S. (2002). “Dam-break induced flows in complex topographies. Theoretical, numerical and experimental approaches.” PhD thesis, Univ. Catholique de Louvain, Belgium.
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Soares Frazão, S., and Zech, Y. (2002). “Dam break in channels with bend” J. Hydraul. Eng. 128(11), 956–968.
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Spinewine, B., Capart, H., le Grelle, N., Soares Frazão, S., and Zech, Y. (2002). “Experiments and computations of bankline retreat due to geomorphic dam-break floods .” Proc. 1st Int. Conf. on Fluvial Hydraulics, D. Bousmar and Y. Zech, eds., Louvain-la-Neuve, Belgium 651–662.
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Copyright © 2004 ASCE.
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Published online: Oct 1, 2004
Published in print: Oct 2004
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Authors
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H. Capart
Research Fellow, Fonds National de la Recherche Scientifique and Univ. Catholique de Louvain, Belgium.
T. I. Eldho
Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Bombay, Mumbai, India 400 076.
S. Y. Huang
Graduate Student, Dept. of Civil Engineering and Hydrotech Research Institute, National Taiwan Univ., 258 Chow-Shan Rd., Taipei 10617, Taiwan.
D. L. Young
Professor, Dept. of Civil Engineering and Hydrotech Research Institute, National Taiwan Univ., 258 Chow-Shan Rd., Taipei 10617, Taiwan (corresponding author). E-mail: [email protected]
Y. Zech
Professor, Dept. of Civil Engineering, Univ. Catholique de Louvain, Belgium.
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