2010
DOI: 10.1016/j.jcp.2009.10.010
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The Riemann Problem for the one-dimensional, free-surface Shallow Water Equations with a bed step: Theoretical analysis and numerical simulations

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Cited by 76 publications
(78 citation statements)
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“…We refer the reader to [1,8,35] for partial or alternative approaches to the Riemann problem. On the other hand, Chinnayya, LeRoux, and Seguin [11] introduced a Godunov method for (1.1) based on a Riemann solver determined by "continuation": they start their construction by assuming that the bottom topography is flat and then extend it to a non-flat topography.…”
Section: Introductionmentioning
confidence: 99%
“…We refer the reader to [1,8,35] for partial or alternative approaches to the Riemann problem. On the other hand, Chinnayya, LeRoux, and Seguin [11] introduced a Godunov method for (1.1) based on a Riemann solver determined by "continuation": they start their construction by assuming that the bottom topography is flat and then extend it to a non-flat topography.…”
Section: Introductionmentioning
confidence: 99%
“…This integral cannot be easily expressed in a general form, as it depends on the pressure distribution, which is a function of the bed step and on the velocity field. Lacking experimental evidences, the following relation, proposed by [30] (used also in [31,21] for the mobile-bed case and in [4,32] for the fixed bed case), will be used here:…”
Section: Discontinuous Solutionsmentioning
confidence: 99%
“…If unphysical fluxes are employed in updating a cell, the system that allow the passage from conserved variables to primitive ones (see Eq. (32) and (33)) have no solution. The present model has been used in a very large number of applications of any kind but this problem has never appeared.…”
Section: Practical Aspects: Positivity Of the Flow Depth Wetting Andmentioning
confidence: 99%
“…The reader is referred to [23,20] for the Riemann problem for the isentropic model (1.1), to [29] for the Riemann problem for the model of a general fluid in a nozzle with discontinuous cross-section, to [21,22,7,25] for the Riemann problem for the shallow water equations with discontinuous topography, to [28,26] for the Riemann problem for two-phase flow models, and to [16,17,12] for the Riemann problem for other hyperbolic nonconservative models. See [10] for the standard Godunov scheme of systems of conservation laws.…”
Section: Introductionmentioning
confidence: 99%