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contributor authorJ. S. Ansari
contributor authorR. Oldenburger
date accessioned2017-05-08T23:56:19Z
date available2017-05-08T23:56:19Z
date copyrightJune, 1967
date issued1967
identifier issn0098-2202
identifier otherJFEGA4-27296#415_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/120280
description abstractThe purpose of this paper is to investigate the phenomena of the decay and dispersion of a disturbance pulse as it travels in a fluid along a pipe. A disturbance has associated with it deviations in the mean velocity and pressure. The disturbance pulse, therefore, may be considered as a velocity or a pressure pulse. By decay we mean here a decrease in the intensity, and by dispersion an increase in the width of the pulse with time. In an ideal nonviscous fluid contained in a rigid pipe, decay and dispersion do not occur, but are observed in the viscous fluids. A reflection of the pulse from a closed free end of the pipe also causes decay and dispersion. It is observed that for sufficiently low values of the coefficient of friction the viscous effects may be approximated by a pure decay without dispersion.
publisherThe American Society of Mechanical Engineers (ASME)
titlePropagation of Disturbance in Fluid Lines
typeJournal Paper
journal volume89
journal issue2
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.3609622
journal fristpage415
journal lastpage422
identifier eissn1528-901X
keywordsFluids
keywordsPipes
keywordsPressure
keywordsFriction AND Reflection
treeJournal of Fluids Engineering:;1967:;volume( 089 ):;issue: 002
contenttypeFulltext


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