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contributor authorC. Samuel Martin
date accessioned2017-05-08T23:00:52Z
date available2017-05-08T23:00:52Z
date copyrightDecember, 1976
date issued1976
identifier issn0098-2202
identifier otherJFEGA4-26904#715_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/88737
description abstractVertically downward slug flow of air-water mixtures was experimentally investigated in circular pipes of diameter D = 2.60, 10.16, and 14.0 cm. The terminal velocity of descending, stationary, and ascending bubbles in downward flows was measured and correlated with the air and water volumetric flux densities. Except for very small pipe diameters, bubbles in downward flow are unstable and eccentrically located off the pipe axis in regions of lower fluid velocities. Consequently, the value of the flow distribution parameter C0 is less than unity for downward flow, compared to C0 = 1 for rising bubbles in quiescent liquid, and C0 = 1.2 for ascending bubbles in upward flow. Above a certain pipe diameter stable Taylor bubbles are not possible for downward flows. The terminal velocity coefficient C1 is no longer 0.35 for downward flows in relatively large pipes because the unstable bubbles ride the pipe wall, resulting in a higher value of C1 .
publisherThe American Society of Mechanical Engineers (ASME)
titleVertically Downward Two-Phase Slug Flow
typeJournal Paper
journal volume98
journal issue4
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.3448466
journal fristpage715
journal lastpage722
identifier eissn1528-901X
keywordsFlow (Dynamics)
keywordsSlug
keywordsBubbles
keywordsPipes
keywordsWater
keywordsMixtures AND Fluids
treeJournal of Fluids Engineering:;1976:;volume( 098 ):;issue: 004
contenttypeFulltext


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