DISCUSSIONS AND CLOSURES
Aug 16, 2004

Discussion of “Case Study: Malpasset Dam-Break Simulation Using a Two-Dimensional Finite Volume Method” by Alessandro Valiani, Valerio Caleffi, and Andrea Zanni

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Publication: Journal of Hydraulic Engineering
Volume 130, Issue 9
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References

Barbiero, L., Della Morte, R., and Pianese, D. (2002). “Two-dimensional modeling of the interactions between debris-flows and control structures.” Proc., Giornata di Studio in onore di Lucio Taglialatela (in Italian).
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Hervouet, J.-M., and Petitjean, A.(1999). “Malpasset dam break revisited with two-dimensional computations.” J. Hydraul. Res., 37(6), 777–788.
Pianese, D., and Barbiero, L. (2003). “Formulation of a two-dimensional unsteady flow model for the analysis of debris-flow hazards and countermeasures thereof.” Debris-FLow Hazards Mitigation: Mechanics Prediction, and Assessment; Proc., 3rd Int. DFHM Conf., Davos, Switzerland, September 10–12, D. Rickenmann and C.-L. Chen, eds., Millpress, Rotterdam, The Netherlands, Vol. 1, 705–716.
Rebay, S.(1993). “Efficient unstructured mesh generation by means of Delaunay triangulation and Bowyer-Watson algorithm.” J. Comput. Phis.,105, 125–138.
Toro, E. F. (1997). Riemann solvers and numerical methods for fluid dynamics, Springer, New York.
Tseng, M.-H.(1999). “Verification of 1-D transcritical flow model in channels.” Proc., Natl. Sci. Counc. ROC(A),23(5), 654–664.
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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 130Issue 9September 2004
Pages: 941 - 944

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Published online: Aug 16, 2004
Published in print: Sep 2004

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D. Pianese
Professor, Dept. of Hydraulic and Environmental Engineering, Univ. of Naples Federico II, Naples, Italy.
L. Barbiero
Hydraulic Consultant, Sele Left Hydraulic River Authority, via Sabatini, 3, Salerno, Italy.

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