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contributor authorMasashi Shimada
contributor authorJim Brown
contributor authorDella Leslie
contributor authorAlan Vardy
date accessioned2017-05-08T20:45:24Z
date available2017-05-08T20:45:24Z
date copyrightMarch 2006
date issued2006
identifier other%28asce%290733-9429%282006%29132%3A3%28294%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26077
description abstractAn exact method of assessing numerical errors in analyses of unsteady flows in pipe networks is introduced. The assessment is valid for fixed-grid method of characteristics analyses using time-line interpolations. A pipe polynomial transfer matrix is developed and is analogous to transfer function matrices used in free oscillation theory. The influence of reachback is assessed by comparing exact numerical predictions using a polynomial transfer matrix with exact analytical predictions obtained using free oscillation theory. The investigation is part of a long-term project aimed at automating the selection of numerical grid sizes in unsteady flow analyses. The eventual goal is to enable users of unsteady flow software to prescribe required degrees of accuracy instead of specifying the numerical grid itself. This paper is only a first step toward the long-term aim, but it is a big step toward an intermediate objective of providing exact benchmarking data for the assessment of approximate methods of automatic grid selection.
publisherAmerican Society of Civil Engineers
titleTime-Line Interpolation Errors in Pipe Networks
typeJournal Paper
journal volume132
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2006)132:3(294)
treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 003
contenttypeFulltext


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