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contributor authorZhilian Wang
contributor authorHung Tao Shen
date accessioned2017-05-08T20:43:21Z
date available2017-05-08T20:43:21Z
date copyrightNovember 1999
date issued1999
identifier other%28asce%290733-9429%281999%29125%3A11%281217%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24750
description abstractThe note demonstrates the application of a pure Lagrangian numerical method to dam-break flows by solving the St. Venant equations. The method is developed based on the smoothed particle hydrodynamics. It is easy to apply and is shown to be capable of providing accurate simulations for mixed flow regimes with strong shocks.
publisherAmerican Society of Civil Engineers
titleLagrangian Simulation of One-Dimensional Dam-Break Flow
typeJournal Paper
journal volume125
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1999)125:11(1217)
treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 011
contenttypeFulltext


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