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contributor authorSoumendra Nath Kuiry
contributor authorKiran Pramanik
contributor authorDhrubajyoti Sen
date accessioned2017-05-08T20:46:00Z
date available2017-05-08T20:46:00Z
date copyrightFebruary 2008
date issued2008
identifier other%28asce%290733-9429%282008%29134%3A2%28231%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26446
description abstractA simple yet precise relation between the flux gradient and the bed slope source term is presented, which produces a net force within the cell with an inclined water surface, but ensures still water condition when there is no flow across the boundaries. The proposed method consists of calculating the pressure term based on the water depths at the cell vertices, which may be computed by a higher order scheme and the bed slope source term by a centered discretization technique. The methodology is demonstrated with a Godunov-type upwind finite volume formulation. The inviscid fluxes are calculated using Roe’s approximate Riemann solver and a second-order spatial accuracy is obtained by implementing multidimensional gradient reconstruction and slope limiting techniques. The accuracy and applicability of the numerical model is verified with a couple of test problems and a real flow example of tidal water movement in a stretch of River Hooghly in India.
publisherAmerican Society of Civil Engineers
titleFinite Volume Model for Shallow Water Equations with Improved Treatment of Source Terms
typeJournal Paper
journal volume134
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2008)134:2(231)
treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 002
contenttypeFulltext


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