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contributor authorE. Bladé
contributor authorM. Gómez-Valentín
contributor authorM. Sánchez-Juny
contributor authorJ. Dolz
date accessioned2017-05-08T20:46:18Z
date available2017-05-08T20:46:18Z
date copyrightSeptember 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A9%281343%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26610
description abstractWhen using finite-volume methods and the conservative form of the Saint Venant equations in one-dimensional flow computations, it is important to establish the correct balance between the discretized flux vector and the geometric source terms. Over the last few years various improvements to numerical schemes have been presented to achieve this correct balance, focusing on the capability to simulate water at rest on irregular geometries (C-property). In this paper it is shown that common schemes can lead to energy-violating solutions in the case of steady flow. We present developments based on the Roe TVD finite-volume scheme for one-dimensional Saint Venant equations, which results in a method that not only satisfies the C-property, but also preserves the correct steady flow when stationary boundary conditions are used. We also present a totally irregular channel test case for the verification of the method.
publisherAmerican Society of Civil Engineers
titlePreserving Steady-State in One-Dimensional Finite-Volume Computations of River Flow
typeJournal Paper
journal volume134
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:9(1343)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
contenttypeFulltext


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