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contributor authorAhmed M. Sattar
contributor authorJohn R. Dickerson
contributor authorM. Hanif Chaudhry
date accessioned2017-05-08T20:46:23Z
date available2017-05-08T20:46:23Z
date copyrightApril 2009
date issued2009
identifier other%28asce%290733-9429%282009%29135%3A4%28283%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26669
description abstractIn this paper, a wavelet-Galerkin method is utilized to solve the hyperbolic partial differential equations describing transient flow in a simple pipeline. Two wavelets (Haar and Daubechies) are utilized as bases for the Galerkin scheme. The governing equations are solved for the expansion coefficients, which are then used to reconstruct the signal at the downstream end of the pipeline; the computed results are in an excellent agreement with those calculated by using the method of characteristics including laminar or linearized turbulent friction terms. Most importantly, the wavelet-Galerkin approach allows the transient flow equations to be solved directly for the expansion coefficients at a certain level of resolution. This can be used to form the wavelet multiresolution framework that can be utilized for further analysis, such as feature extraction and signal identification.
publisherAmerican Society of Civil Engineers
titleWavelet-Galerkin Solution to the Water Hammer Equations
typeJournal Paper
journal volume135
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2009)135:4(283)
treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 004
contenttypeFulltext


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