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    Determining the Internal Wall Condition of a Water Pipeline in the Field Using an Inverse Transient

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 003
    Author:
    M. L. Stephens
    ,
    M. F. Lambert
    ,
    A. R. Simpson
    DOI: 10.1061/(ASCE)HY.1943-7900.0000665
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Determining the Internal Wall Condition of a Water Pipeline in the Field Using an Inverse Transient

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64527
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    • Journal of Hydraulic Engineering

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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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