Show simple item record

contributor authorXiao-Jian Wang
contributor authorMartin F. Lambert
contributor authorAngus R. Simpson
contributor authorJames A. Liggett
contributor authorJohn P. Vı´tkovský
date accessioned2017-05-08T20:44:22Z
date available2017-05-08T20:44:22Z
date copyrightJuly 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A7%28697%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25406
description abstractLeaks in pipelines contribute to damping of transient events. That fact leads to a method of finding location and magnitude of leaks. Because the problem of transient flow in pipes is nearly linear, the solution of the governing equations can be expressed in terms of a Fourier series. All Fourier components are damped uniformly by steady pipe friction, but each component is damped differently in the presence of a leak. Thus, overall leak-induced damping can be divided into two parts. The magnitude of the damping indicates the size of a leak, whereas different damping ratios of the various Fourier components are used to find the location of a leak. This method does not require rigorous determination and modeling of boundary conditions and transient behavior in the pipeline. The technique is successful in detecting, locating, and quantifying a 0.1% size leak with respect to the cross-sectional area of a pipeline.
publisherAmerican Society of Civil Engineers
titleLeak Detection in Pipelines using the Damping of Fluid Transients
typeJournal Paper
journal volume128
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:7(697)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record