A central scheme for shallow water flows along channels with irregular geometry
ESAIM: Mathematical Modelling and Numerical Analysis (2008)
- 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 43.2 (2008): 333-351. <http://eudml.org/doc/194453>.
@article{Balbás2008,
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},
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},
month = {12},
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/194453},
volume = {43},
year = {2008},
}
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
DA - 2008/12//
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/194453
ER -
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