Experimental verification of the frequency response method for pipeline leak detection

被引:151
作者
Lee, Pedro J.
Lambert, Martin F.
Simpson, Angus R.
Vitkovsky, John P.
机构
[1] Univ Canterbury, Dept Civil Engn, Christchurch 1, New Zealand
[2] Univ Adelaide, Sch Civil & Environm Engn, Ctr Appl Modelling Water Engn, Adelaide, SA 5005, Australia
[3] Cornell Univ, Sch Civil & Environm Engn, Ithaca, NY 14853 USA
关键词
leakage; frequency response; linear systems; transients; water pipelines; resonance;
D O I
10.1080/00221686.2006.9521718
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents an experimental validation of the frequency response method for pipeline leak detection. The presence of a leak within the pipe imposes a periodic pattern on the resonant peaks of the frequency response diagram. This pattern can be used as an indicator of leaks without requiring the "no-leak" benchmark for comparison. In addition to the experimental verification of the technique, important issues, such as the procedure for frequency response extraction and methods for dealing with frequency-dependent friction are considered in this paper. In this study, transient signals are generated by a side-discharge solenoid valve. Non-linearity errors associated with large valve movements can be prevented by a change in the input parameter to the system. The optimum measuring and generating position for two different system boundary configurations-a symmetric and an antisymmetric system-are discussed in the paper and the analytical expression for the leak-induced pattern in these two cases is derived.
引用
收藏
页码:693 / 707
页数:15
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