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contributor authorChaojun Ouyang
contributor authorSiming He
contributor authorQiang Xu
date accessioned2017-05-08T22:09:24Z
date available2017-05-08T22:09:24Z
date copyrightMay 2015
date issued2015
identifier other35320315.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72481
description abstractCoupled shallow water equations integrated with sediment transport and morphological evolution are presented in this paper. The momentum exchange terms that originated from the interaction between flow and sediment, which were ignored by several researchers, are taken into account. The time and space second-order, MacCormack total variation diminishing (TVD) finite difference method is used to solve these equations. A series of numerical simulations compared with laboratory dam-break experiments were carried out. The simulated results are in good agreement with experimental measured results, which demonstrates that the current computational framework is able to determine the dam-break hydraulics over erodible sediment.
publisherAmerican Society of Civil Engineers
titleMacCormack-TVD Finite Difference Solution for Dam Break Hydraulics over Erodible Sediment Beds
typeJournal Paper
journal volume141
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000986
treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 005
contenttypeFulltext


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