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contributor authorTzung-hang Lee
contributor authorZhengquan Zhou
contributor authorYusong Cao
contributor authorPrincipal Consultant
date accessioned2017-05-09T00:07:55Z
date available2017-05-09T00:07:55Z
date copyrightMarch, 2002
date issued2002
identifier issn0098-2202
identifier otherJFEGA4-27170#215_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/127025
description abstractA numerical investigation on Glimm’s method as applied to water sloshing and impacting is carried out. Emphasis is given to the handling and predicting hydraulic jumps. The effects of the spatial and temporal discretizations are examined. Three shallow water problems, 1) dam-breaking problem, 2) water sloshing in a rolling tank, and 3) impact of breaking of a water reservoir, are studied. It is shown numerically that Glimm’s method is stable and converged solutions can be obtained. The characteristics of the hydraulic jumps are well captured by the numerical calculations. The numerical results are in good agreement with either analytical solutions or experimental data.
publisherThe American Society of Mechanical Engineers (ASME)
titleNumerical Simulations of Hydraulic Jumps in Water Sloshing and Water Impacting
typeJournal Paper
journal volume124
journal issue1
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.1436097
journal fristpage215
journal lastpage226
identifier eissn1528-901X
keywordsHydraulic jump
keywordsSloshing
keywordsWater AND Flow (Dynamics)
treeJournal of Fluids Engineering:;2002:;volume( 124 ):;issue: 001
contenttypeFulltext


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