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contributor authorK. Katoh
contributor authorH. Fujita
date accessioned2017-05-08T23:32:58Z
date available2017-05-08T23:32:58Z
date copyrightJune, 1990
date issued1990
identifier issn0098-2202
identifier otherJFEGA4-27050#185_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/107103
description abstractThe purpose of this study is to investigate surface wave damping due to viscosity. The stationary wave formed near an obstacle in a horizontal channel is chosen as the subject of this analysis because gravitational and surface tension waves appear separately before and behind the obstacle, and, hence, the effect of viscosity on two typical kinds of waves can be analyzed. The linearized differential equation for the stream function is solved analytically to obtain the waveform. The calculated damping rate of wave amplitude does not agree well with that of Stokes’ approximate estimation. This shows that the Stokes’ estimation is not sufficient, and that an exact analysis as presented here is necessary when the Reynolds number is as low as Re≦ 1000. As an application of this analysis, the waveform is calculated for the stationary wave formed by an obstacle in falling liquid film flow.
publisherThe American Society of Mechanical Engineers (ASME)
titleViscous Damping of Stationary Wave Formed Near an Obstacle in a Channel
typeJournal Paper
journal volume112
journal issue2
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.2909386
journal fristpage185
journal lastpage191
identifier eissn1528-901X
keywordsChannels (Hydraulic engineering)
keywordsDamping
keywordsStanding waves
keywordsWaves
keywordsViscosity
keywordsReynolds number
keywordsSurface tension
keywordsFlow (Dynamics)
keywordsDifferential equations
keywordsLiquid films
keywordsSurface waves (Fluid) AND Wave amplitude
treeJournal of Fluids Engineering:;1990:;volume( 112 ):;issue: 002
contenttypeFulltext


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