Application and Evaluation of Non-Destructive Testing Methods for Buried Pipes
This thesis investigated and evaluated non-destructive condition assessment methods for both cast iron water pipes and large diameter sewer and culvert systems. A state-of-the-art review of Non-destructive Testing (NDT) technologies available for cast iron water pipes and corrugated steel culverts identified the strengths and weaknesses of each technology. Guidelines were developed for selecting NDT technologies for use in industry. An investigation of NDT techniques to help establish the relationship between ground movement and cast iron water pipe breaks was then undertaken. A total of fifteen segments of 150 mm cast iron water pipes were monitored using an acoustic-based pipe condition assessment technique to estimate the remaining wall thickness and presence of leaks. Three of the fifteen segments were then selected for seasonal ground deformation monitoring using both a Total Station and LiDAR system. Results showed that both technologies could be used to monitor differential ground movement. Ground movements of 20-25 mm were observed for the pavement above a location with a confirmed leak while minimal movement was seen on the street without leaks. Finally, an investigation of NDT techniques for erosion void detection was conducted. A testbed consisting of two buried pipes (a reinforced concrete pipe with 1.2 m internal diameter and a corrugated steel horizontal ellipse culvert with a span of 1.6 m and a height of 1.35 m) was prepared in the West Pit of the Geoengineering Laboratory at Queen’s University, featuring prefabricated erosion voids of known dimensions adjacent to the pipes. Tests were conducted using handheld and conventional Backscatter Computed Tomography (BCT), Pipe Penetrating Radar (PPR), Ground Penetrating Radar (GPR), and Infrared Thermography (IRT) to evaluate the detection and characterization accuracy of these technologies. Results showed that both the BCT technologies detected all three voids behind the corrugated steel pipe wall, while PPR and GPR found one of the three voids next to the reinforced concrete pipe. Results also showed that cooling down thermography was success in detecting three voids behind the corrugated steel pipe wall and their approximate locations as well as the longitudinal and circumferential dimensions of void contact with the pipe.
URI for this recordhttp://hdl.handle.net/1974/23754
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