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contributor authorM. L. Stephens
contributor authorM. F. Lambert
contributor authorA. R. Simpson
date accessioned2017-05-08T21:51:36Z
date available2017-05-08T21:51:36Z
date copyrightMarch 2013
date issued2013
identifier other%28asce%29hy%2E1943-7900%2E0000692.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64527
description abstractThe application of inverse transient analysis (ITA) to estimate the location and magnitude of lost lining and internal corrosion of metal pipelines is demonstrated for a field pipeline. The method uses a transient model and inverse search algorithm to analyze patterns of measured pressure reflections obtained after a transient pressure wave is induced in a pipeline. The method is applied in the field on a 6 km long section of a 750 mm nominal diameter steel pipeline with internal cement mortar lining. The equipment used for generating hydraulic transients and measuring pressure responses in the pipeline is described. Results of the field tests are analyzed to estimate the location and extent of internal wall damage along the pipeline. Extensive ultrasonic thickness survey results are used to corroborate the approximate location and magnitude of predicted pipeline wall damage.
publisherAmerican Society of Civil Engineers
titleDetermining the Internal Wall Condition of a Water Pipeline in the Field Using an Inverse Transient
typeJournal Paper
journal volume139
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000665
treeJournal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
contenttypeFulltext


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