Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/82110
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Type: Journal article
Title: Determination of the linear frequency response of single pipelines using persistent transient excitation: a numerical investigation
Author: Gong, J.
Simpson, A.
Lambert, M.
Zecchin, A.
Citation: Journal of Hydraulic Research, 2013; 51(6):728-734
Publisher: Int Assn Hydraulic Research
Issue Date: 2013
ISSN: 0022-1686
1814-2079
Statement of
Responsibility: 
Jinzhe Gong, Angus R. Simpson, Martin F. Lambert & Aaron C. Zecchin
Abstract: The linear frequency response of a fluid-filled pipeline extracted by fluid transient waves can be used to detect leaks in pipelines. This research conducts numerical analysis on how to accurately determine the linear frequency response diagram (FRD) of single pipelines using persistent transient pressure signals. Two types of persistent signals, the maximum-length binary sequence and the inverse-repeat sequence (IRS), are compared in terms of the accuracy in estimating the linear response of a pipeline at resonant frequencies. The IRS is found to be more appropriate for identifying the linear portion of the FRD of a pipeline, since its antisymmetric property can supress part of the nonlinear response. Numerical simulations are conducted to verify the findings. © 2013 © 2013 International Association for Hydro-Environment Engineering and Research.
Keywords: Fluid transient waves
inverse-repeat sequence
linear frequency response diagram
non-invasive leak detection
pipeline
pseudo-random binary sequence
water hammer
Rights: © 2013 International Association for Hydro-Environment Engineering and Research
DOI: 10.1080/00221686.2013.818582
Grant ID: http://purl.org/au-research/grants/arc/DP1095270
http://purl.org/au-research/grants/arc/DP1095270
Published version: http://dx.doi.org/10.1080/00221686.2013.818582
Appears in Collections:Aurora harvest 7
Civil and Environmental Engineering publications

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