Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/124173
Type: Thesis
Title: Paired Impulse Response Function and Layer-Peeling Method for Anomaly Detection and Condition Assessment of Pipelines
Author: Zeng, Wei
Issue Date: 2020
School/Discipline: School of Civil, Environmental and Mining Engineering
Abstract: Water transmission and distribution pipeline systems are one of society’s most important infrastructure assets. They consist of buried pipes that are often old and deteriorating and their condition is extremely difficult and expensive to determine. This PhD thesis focuses on developing non-invasive and cost-effective methods to both detect anomalies in water pipelines and to assess the condition of pipelines that will allow for predictive repair. The first stage of the research is to identify and localize anomalies in the pipelines. The second stage is to assess the detailed condition of the pipe wall or the size of a blockage if the anomalies in the pipeline are deteriorated sections or blockages. In the thesis, a novel paired impulse response function (termed paired-IRF) technique has been developed for anomaly detection in pressurised pipelines. This is the first time that a transient-based method has been experimentally validated to be able to fully eliminate the effects from background pressure fluctuations and noise. The technique has a high spatial resolution by transferring the anomaly-induced wave reflections into sharp spikes. It has a high detectability by making use of a continuous signal as the injected wave. The continuous wave injection leads to continuous wave reflections and thus provides a large amount of information for signal analysing. The technique can be applied in pipe networks with arbitrary configurations and achieves a wide detection range. The advantages listed above make the technique potentially attractive for field applications. A layer-peeling method has also been developed for condition assessment in pressurised pipelines. The layer-peeling method, which has previously been applied to the inspection of musical instruments and the design of optical fibers, has in this thesis for the first time been applied to water pipelines. It considers the frequency-dependent dissipation and dispersion of the transient waves in the pipeline and enables a bi-directional reconstruction of pipelines with branches. To compensate the cumulative errors which can occur in the layer-peeling method, a fast inverse transient method is developed. To improve the spatial resolution and the tolerance to background pressure fluctuations and noise, the paired-IRF technique has been combined with the layer-peeling method in the thesis. To assist in applying the techniques in the field, a voice-coil-based transient generation system has been developed to generate transient waves and a customized in-pipe optical fiber sensor array has been used for transient pressure measurement. The transient generation and measurement system has been applied in the laboratory and will be used to validate the proposed techniques in the field in the future.
Advisor: Lambert, Martin
Simpson, Angus
Cazzolato, Benjamin
Dissertation Note: Thesis (Ph.D.) -- University of Adelaide, School of Civil, Environmental and Mining Engineering, 2020
Keywords: Pipe condition assessment
water distribution system
leak detection
impulse response function
Provenance: This electronic version is made publicly available by the University of Adelaide in accordance with its open access policy for student theses. Copyright in this thesis remains with the author. This thesis may incorporate third party material which has been used by the author pursuant to Fair Dealing exceptions. If you are the owner of any included third party copyright material you wish to be removed from this electronic version, please complete the take down form located at: http://www.adelaide.edu.au/legals
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