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contributor authorH. K. Hepworth
contributor authorW. Rice
date accessioned2017-05-09T01:34:29Z
date available2017-05-09T01:34:29Z
date copyrightMarch, 1972
date issued1972
identifier issn0098-2202
identifier otherJFEGA4-27389#27_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/162845
description abstractA computer-oriented solution is given for the flow described in the title of the paper. The boundary shape is represented by specification of the coordinates of N points on the boundary; the initial velocity is represented by specification of L values of the velocity in the cross section at time zero; the arbitrary time-varying pressure gradient is implemented by use of Duhamel’s Theorem. In the solution method presented, boundary and initial conditions are satisfied in the least squares sense. The Gram determinant is used to determine eigenvalues and the Gram-Schmidt orthonormalizing procedure is used to construct a set of functions appropriate for a finite series solution. Computer programs are referenced which have been used to investigate the correctness of the solution and the accuracy obtainable with reasonable digital computational time.
publisherThe American Society of Mechanical Engineers (ASME)
titleLaminar Flow of an Incompressible Fluid in a Conduit With Arbitrary Cross Section, Arbitrary Time-Varying Pressure Gradient, and Arbitrary Initial Velocity
typeJournal Paper
journal volume94
journal issue1
journal titleJournal of Fluids Engineering
identifier doi10.1115/1.3425381
journal fristpage27
journal lastpage32
identifier eissn1528-901X
keywordsLaminar flow
keywordsIncompressible fluids
keywordsPressure gradient
keywordsShapes
keywordsTheorems (Mathematics)
keywordsFlow (Dynamics)
keywordsComputers
keywordsComputer software
keywordsEigenvalues AND Functions
treeJournal of Fluids Engineering:;1972:;volume( 094 ):;issue: 001
contenttypeFulltext


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