A central scheme for shallow water flows along channels with irregular geometry
- Volume: 43, Issue: 2, page 333-351
- ISSN: 0764-583X
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topBalbás, Jorge, and Karni, Smadar. "A central scheme for shallow water flows along channels with irregular geometry." ESAIM: Mathematical Modelling and Numerical Analysis - Modélisation Mathématique et Analyse Numérique 43.2 (2009): 333-351. <http://eudml.org/doc/246108>.
@article{Balbás2009,
abstract = {We present a new semi-discrete central scheme for one-dimensional shallow water flows along channels with non-uniform rectangular cross sections and bottom topography. The scheme preserves the positivity of the water height, and it is preserves steady-states of rest (i.e., it is well-balanced). Along with a detailed description of the scheme, numerous numerical examples are presented for unsteady and steady flows. Comparison with exact solutions illustrate the accuracy and robustness of the numerical algorithm.},
author = {Balbás, Jorge, Karni, Smadar},
journal = {ESAIM: Mathematical Modelling and Numerical Analysis - Modélisation Mathématique et Analyse Numérique},
keywords = {hyperbolic systems of conservation and balance laws; semi-discrete schemes; Saint-Venant system of shallow water equations; non-oscillatory reconstructions; channels with irregular geometry; Saint-Venant equations},
language = {eng},
number = {2},
pages = {333-351},
publisher = {EDP-Sciences},
title = {A central scheme for shallow water flows along channels with irregular geometry},
url = {http://eudml.org/doc/246108},
volume = {43},
year = {2009},
}
TY - JOUR
AU - Balbás, Jorge
AU - Karni, Smadar
TI - A central scheme for shallow water flows along channels with irregular geometry
JO - ESAIM: Mathematical Modelling and Numerical Analysis - Modélisation Mathématique et Analyse Numérique
PY - 2009
PB - EDP-Sciences
VL - 43
IS - 2
SP - 333
EP - 351
AB - We present a new semi-discrete central scheme for one-dimensional shallow water flows along channels with non-uniform rectangular cross sections and bottom topography. The scheme preserves the positivity of the water height, and it is preserves steady-states of rest (i.e., it is well-balanced). Along with a detailed description of the scheme, numerous numerical examples are presented for unsteady and steady flows. Comparison with exact solutions illustrate the accuracy and robustness of the numerical algorithm.
LA - eng
KW - hyperbolic systems of conservation and balance laws; semi-discrete schemes; Saint-Venant system of shallow water equations; non-oscillatory reconstructions; channels with irregular geometry; Saint-Venant equations
UR - http://eudml.org/doc/246108
ER -
References
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