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contributor authorWilliam Nixon
contributor authorMohamed S. Ghidaoui
date accessioned2017-05-08T20:45:50Z
date available2017-05-08T20:45:50Z
date copyrightJuly 2007
date issued2007
identifier other%28asce%290733-9429%282007%29133%3A7%28736%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26319
description abstractThis paper investigates the importance of unsteady friction effects when performing water hammer analyses for pipe systems with external fluxes due to demands, leaks, and other system elements. The transient energy equation for a system containing an orifice-type external flow is derived from the two-dimensional, axial momentum equation. A quasi-two-dimensional flow model is used to evaluate the relative energy contribution of total friction, unsteady friction, and the external flow, in a
publisherAmerican Society of Civil Engineers
titleNumerical Sensitivity Study of Unsteady Friction in Simple Systems with External Flows
typeJournal Paper
journal volume133
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2007)133:7(736)
treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 007
contenttypeFulltext


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