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contributor authorJinzhe Gong
contributor authorMartin F. Lambert
contributor authorSi T. N. Nguyen
contributor authorAaron C. Zecchin
contributor authorAngus R. Simpson
date accessioned2017-12-30T12:55:40Z
date available2017-12-30T12:55:40Z
date issued2018
identifier other%28ASCE%29HY.1943-7900.0001409.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243515
description abstractResearch undertaken in the last two decades has demonstrated that hydraulic transient pressure waves, the phenomena behind water hammer, can be used as a tool for noninvasive and nondestructive condition assessment of long water transmission pipelines (in particular, detecting changes in the pipe wall properties). However, the spatial resolution of current transient-based technology is relatively low because the useful bandwidth of conventional valve-generated incident pressure waves is less than 100 Hz. This research develops a new transient pressure wave generator using controlled electrical sparks to provide high-frequency waves and improve the incident signal bandwidth. An electrical spark surrounded by water causes the development of a localized vapor cavity, the collapse of which induces an extremely sharp pressure pulse into the surrounding body of fluid. Experimental studies on a copper pipeline are conducted to investigate the usefulness of the pulse signals generated by the new spark generator for detecting thinner-walled pipe sections. Techniques are developed to analyze the wideband spark-induced pressure responses. The results show that the generated sharp pressure pulses have a useful frequency bandwidth up to 2 kHz. The success and accurate diagnosis of a thinner-walled section confirms that the dramatic improvement in bandwidth significantly enhances the spatial resolution of hydraulic transient-based pipe condition assessment.
publisherAmerican Society of Civil Engineers
titleDetecting Thinner-Walled Pipe Sections Using a Spark Transient Pressure Wave Generator
typeJournal Paper
journal volume144
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001409
page06017027
treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 002
contenttypeFulltext


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