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contributor authorHamid Bashiri Atrabi
contributor authorTakashi Hosoda
contributor authorAkihide Tada
date accessioned2017-05-08T22:10:24Z
date available2017-05-08T22:10:24Z
date copyrightJanuary 2015
date issued2015
identifier other37157247.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72815
description abstractTwo fundamental one-dimensional (1D) models are proposed and applied to simulate the transient flows with the propagation of an interface in a water-filled duct. The proposed models are developed to simulate the unsteady open channel flows based on finite-volume method (FVM). The models presented herein are based on the continuity and momentum equations of free surface and pressurized flows and the momentum equation of an interface between both flows. However, the highly simplified marker and cell (HSMAC) method with pressure iteration procedures is applied to the pressurized flow region. The numerical simulations are performed under the hydraulic conditions of previous experiments, and then simulated results were compared with the experimental data. It is pointed out that the solitary wave solution is able to reproduce the air cavity profile. In contrast to the hydrostatic model, results of the Boussinesq model compare reasonably well to the experimental observations.
publisherAmerican Society of Civil Engineers
titleSimulation of Air Cavity Advancing into a Straight Duct
typeJournal Paper
journal volume141
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000953
treeJournal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 001
contenttypeFulltext


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