Explicit Schemes for Dam-Break Simulations-Reference-Cited by-同舟云学术

Explicit Schemes for Dam-Break Simulations

Published:2003-01 Issue:1 Volume:129 Page:11-34
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Zoppou C.¹,Roberts S.²

Affiliation:

1. Project Leader, Risk Modelling Project, Urban Risk Research Group, Minerals and Geohazard Division, Geosciences Australia, GPO Box 378 Canberra, ACT, Australia, 2601.

2. Senior Lecturer, Dept. of Mathematics, Mathematical Sciences Institute, Australian National Univ., Canberra, ACT, Australia, 0200.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282003%29129%3A1%2811%29

Reference87 articles.

1. A high-resolution Godunov-type scheme in finite volumes for the 2D shallow-water equations

2. Alcrudo F. and Garcia-Navarro P. (1994). “Computing two dimensional flood propagation with a high resolution extension of McCormack’s method.” Proc. Modelling of Flood Propagation Over Initially Dry Areas American Society of Civil Engineers P. Molinaro and L. Natale eds. Milan Italy 3–17.

3. Implicit and multigrid procedures for steady-state computations with upwind algorithms

4. Solution of the 2D shallow water equations using the finite volume method on unstructured triangular meshes

5. Bermudez A. and Vazquez M. E. (1992). “Flux-vector and flux-difference splitting methods for the shallow water equations in a domain with variable depth.” Computer modeling of seas and coastal regions P. W. Partridge ed. Computational Mechanics Publications Elsevier Applied Science London 256–267.

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