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contributor authorMichele Catella
contributor authorEnio Paris
contributor authorLuca Solari
date accessioned2017-05-08T20:46:09Z
date available2017-05-08T20:46:09Z
date copyrightJune 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A6%28736%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26516
description abstractA numerical model is proposed to compute one-dimensional open channel flows in natural streams involving steep, nonrectangular, and nonprismatic channels and including subcritical, supercritical, and transcritical flows. The Saint-Venant equations, written in a conservative form, are solved by employing a predictor-corrector finite volume method. A recently proposed reformulation of the source terms related to the channel topography allows the mass and momentum fluxes to be precisely balanced. Conceptually and algorithmically simple, the present model requires neither the solution of the Riemann problem at each cell interface nor any special additional correction to capture discontinuities in the solution such as artificial viscosity or shock-capturing techniques. The resulting scheme has been extensively tested under steady and unsteady flow conditions by reproducing various open channel geometries, both ideal and real, with nonuniform grids and without any interpolation of topographic survey data. The proposed model provides a versatile, stable, and robust tool for simulating transcritical sections and conserving mass.
publisherAmerican Society of Civil Engineers
titleConservative Scheme for Numerical Modeling of Flow in Natural Geometry
typeJournal Paper
journal volume134
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:6(736)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 006
contenttypeFulltext


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