2008
DOI: 10.1016/j.jcp.2007.11.006
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ADER schemes for the shallow water equations in channel with irregular bottom elevation

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Cited by 35 publications
(25 citation statements)
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“…The discharge solutions, however, have some oscillations as also observed in other methods [14,41,13,31,20,21] with a comparable magnitude. We also observe that the numerical oscillations in the discharge of the steady flows presented here are slightly larger than those in [41].…”
Section: Steady Flow Over a Bumpsupporting
confidence: 75%
See 1 more Smart Citation
“…The discharge solutions, however, have some oscillations as also observed in other methods [14,41,13,31,20,21] with a comparable magnitude. We also observe that the numerical oscillations in the discharge of the steady flows presented here are slightly larger than those in [41].…”
Section: Steady Flow Over a Bumpsupporting
confidence: 75%
“…This type of tests have been used to examine if the numerical solution can converge to the steady state under the effect of bottom topography in literature [14,41,13,31,20,21] Depending on the boundary conditions at the two ends of the domain, different regimes of the final steady state can be obtained. Same as in [32,41], we consider the following three cases by imposing different boundary conditions.…”
Section: Steady Flow Over a Bumpmentioning
confidence: 99%
“…The ADER is a finite-volume Godunov-type approach that allows to obtain schemes with arbitrary order of accuracy, involving the use of data reconstruction and a first order flux solver. We can also find the extension of ADER to the multidimensional case [24,37,27,36] and to the non-homogeneous case [36,39,34].…”
Section: Introductionmentioning
confidence: 94%
“…In fact, the expression of the elevation and the discharge, similar to that of [25], are the following:…”
Section: Numerical Test With Analytical Solutionmentioning
confidence: 99%