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contributor authorDalius Misiunas
contributor authorJohn Vítkovský
contributor authorGustaf Olsson
contributor authorAngus Simpson
contributor authorMartin Lambert
date accessioned2017-05-08T21:08:01Z
date available2017-05-08T21:08:01Z
date copyrightJuly 2005
date issued2005
identifier other%28asce%290733-9496%282005%29131%3A4%28316%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39962
description abstractSudden pipe breaks occur in water transmission pipelines and distribution mains. The consequences of these breaks can be very expensive because of the service interruption, the cost of repair, and damage to surrounding property and infrastructure. The costs associated with the pipeline breaks can be reduced by minimizing the break detection and location time. This paper presents a new continuous monitoring approach for detecting and locating breaks in pipelines. A sudden pipe break creates a negative pressure wave that travels in both directions away from the break point and is reflected at the pipeline boundaries. Using the pressure data measured at one location along the pipeline, the timing of the initial and reflected transient waves induced by the break determines the location of the break. The magnitude of the transient wave provides an estimate of the break size. The continuous monitoring technique uses a modified two-sided cumulative sum (CUSUM) algorithm to detect abrupt break-induced changes in the pressure data. The adaptive tuning of CUSUM parameters is implemented to detect breaks of differing sizes and opening times. The continuous monitoring technique is verified by using results from both laboratory and field experiments and shows potential for detecting and locating sudden breaks in real pipelines.
publisherAmerican Society of Civil Engineers
titlePipeline Break Detection Using Pressure Transient Monitoring
typeJournal Paper
journal volume131
journal issue4
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(2005)131:4(316)
treeJournal of Water Resources Planning and Management:;2005:;Volume ( 131 ):;issue: 004
contenttypeFulltext


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