Discussion of “Finite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms” by Soumendra Nath Kuiry, Kiran Pramanik, and Dhrubajyoti Sen
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Hydraulic Engineering
Volume 135, Issue 11
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References
Bradford, S. F., and Sanders, B. F. (2002). “Finite volume model for shallow-water flooding of arbitrary topography.” J. Hydraul. Eng., 128(3), 289–298.
Hirsch, C. (1988). Numerical computation of internal and external flows, Vol. II, Wiley, New York.
Komaei, S., and Bechteler, W. (2004). “An improved, robust implicit solution for the two-dimensional shallow water equations on unstructured grids.” Proc., 2nd Int. Conf. on Fluvial Hydraulics, Vol. 2, M. Greco, ed., Balkema, Rotterdam, The Netherlands, 1065–1072.
Valiani, A., and Begnudelli, L. (2006). “Divergence form of bed slope source term in shallow water equations.” J. Hydraul. Eng., 132(7), 652–665.
Valiani, A., and Begnudelli, L. (2008). “Closure to ‘Divergence form for bed slope source term (DFB) in shallow water equations.’” J. Hydraul. Eng., 134(5), 680–682.
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Published In
Journal of Hydraulic Engineering
Volume 135 • Issue 11 • November 2009
Pages: 1016 - 1017
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© 2009 ASCE.
History
Received: Apr 2, 2008
Accepted: May 13, 2008
Published online: Oct 15, 2009
Published in print: Nov 2009
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Associate Professor, Dept. of Engineering, Univ. of Ferrara, 44100 Ferrara, Italy. E-mail: [email protected]
Lorenzo Begnudelli
Postgraduate Researcher, Dept. of Civil and Environmental Engineering, Univ. of Trento, 38100 Trento, Italy.
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