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contributor authorLorenzo Begnudelli
contributor authorBrett F. Sanders
date accessioned2017-05-08T20:45:45Z
date available2017-05-08T20:45:45Z
date copyrightMarch 2007
date issued2007
identifier other%28asce%290733-9429%282007%29133%3A3%28312%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26271
description abstractAlgebraic equations relating fluid volume and the free surface elevation in partially wetted quadrilateral computational cells are derived and incorporated into a Godunov-type, finite-volume, shallow-water model. These equations make it straightforward to reconstruct the free surface elevation based on the volume of fluid in a computational cell, the dependent variable tracked by finite volume models for conservation purposes, regardless of whether the cell is fully or partially wetted. Improvements to the variable reconstruction process streamline the computation of mass and momentum fluxes with approximate Riemann solvers, yielding a model that simulates sub-, super-, and transcritical flows over irregular topography with wetting and drying fronts. Furthermore, the model is free from fluid and scalar mass conservation errors and it eliminates nonphysical distributions of scalars by avoiding artificial concentration and/or dilution at wet/dry interfaces. Use of this wetting and drying methodology adds roughly 10% to the execution time of flow simulations.
publisherAmerican Society of Civil Engineers
titleConservative Wetting and Drying Methodology for Quadrilateral Grid Finite-Volume Models
typeJournal Paper
journal volume133
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2007)133:3(312)
treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 003
contenttypeFulltext


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