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contributor authorXiao-xuan Du
contributor authorMartin F. Lambert
contributor authorLei Chen
contributor authorEric Jing Hu
contributor authorWang Xi
date accessioned2022-01-30T20:39:44Z
date available2022-01-30T20:39:44Z
date issued11/1/2020 12:00:00 AM
identifier other%28ASCE%29HY.1943-7900.0001810.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266898
description abstractThe purpose of this paper is to present a technique for burst detection, localization, and cross-sectional area quantification based on the damping of fluid transients. The Fourier components of the transient signal are damped differently due to the presence of the burst and the unsteady friction it causes. An unsteady friction water hammer (UFWH) model has been developed and validated to determine the unsteady friction damping. The burst damping can then be calculated, and this both indicates the presence of the burst and contains information about the burst location and the associated cross-sectional area. The corresponding numerical studies and experimental results are presented in this paper. By applying the technique outlined in this paper, the errors of the resultant burst location from the numerical and experimental analyses are 1%–1.5% and 1.57%–4.05%, respectively.
publisherASCE
titlePipe Burst Detection, Localization, and Quantification Using the Transient Pressure Damping Method
typeJournal Paper
journal volume146
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001810
page14
treeJournal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 011
contenttypeFulltext


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