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contributor authorWitness Mpesha
contributor authorSarah L. Gassman
contributor authorM. Hanif Chaudhry
date accessioned2017-05-08T20:44:00Z
date available2017-05-08T20:44:00Z
date copyrightFebruary 2001
date issued2001
identifier other%28asce%290733-9429%282001%29127%3A2%28134%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25147
description abstractThe frequency response method is used to determine the location and rate of leakage in open loop piping systems. A steady-oscillatory flow, produced by the periodic opening and closing of a valve, is analyzed in the frequency domain by using the transfer matrix method, and a frequency response diagram at the valve is developed. For a system with leaks, this diagram has additional resonant pressure amplitude peaks (herein referred to as the secondary pressure amplitude peaks) that are lower than the resonant pressure amplitude peaks (herein called primary amplitude peaks) for the system with no leaks. Several piping systems are successfully analyzed for all practical values of the friction factor to detect and locate individual leaks of up to 0.5% of the mean discharge. The method, requiring the measurement of pressure and discharge fluctuations at only one location, has the potential to detect leaks in real-life pipe systems conveying different types of fluids, such as water, petroleum, and so on.
publisherAmerican Society of Civil Engineers
titleLeak Detection in Pipes by Frequency Response Method
typeJournal Paper
journal volume127
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2001)127:2(134)
treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 002
contenttypeFulltext


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