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contributor authorDae-Hong Kim
contributor authorYong-Sik Cho
contributor authorHyung-Jun Kim
date accessioned2017-05-08T22:41:20Z
date available2017-05-08T22:41:20Z
date copyrightApril 2008
date issued2008
identifier other%28asce%290733-9399%282008%29134%3A4%28277%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86542
description abstractAlthough many numerical techniques such as approximate Riemann solvers can be used to analyze subcritical and supercritical flows modeled by hyperbolic-type shallow-water equations, there are some difficulties in practical applications due to the numerical unbalance between source and flux terms. In this study, a revised surface gradient method is proposed that balances source and flux terms. The new numerical model employs the MUSCL–Hancock scheme and the HLLC approximate Riemann solver. Several verifications are conducted, including analyses of transcritical steady-state flows, unsteady dam break flows on a wet and dry bed, and flows over an irregular bathymetry. The model consistently returns accurate and reasonable results comparable to those obtained through analytical methods and laboratory experiments. The revised surface gradient method may be a simple but robust numerical scheme appropriate for solving hyperbolic-type shallow-water equations over an irregular bathymetry.
publisherAmerican Society of Civil Engineers
titleWell-Balanced Scheme between Flux and Source Terms for Computation of Shallow-Water Equations over Irregular Bathymetry
typeJournal Paper
journal volume134
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2008)134:4(277)
treeJournal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 004
contenttypeFulltext


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