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    Measurement of Deformations in Buried Pipeline

    Source: Journal of Surveying Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author:
    W. F. Teskey
    ,
    D. A. Bayly
    ,
    I. R. Colquhoun
    DOI: 10.1061/(ASCE)0733-9453(1992)118:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: Since 1986, measurements of deformations have been made on a section of large‐diameter buried natural gas pipeline in northern Alberta. Precise conventional survey techniques are used to measure the deformations. Three‐dimensional translation components of the deformations are determined through the use of a survey network, while three‐dimensional rotation components of the deformations are determined by making special types of measurements with a one arc second theodolite. The monumentation required for this project, as well as the instrumentation, observational procedures, and analysis procedures used to determine the translations and rotations are described. The results indicate that part of the section of buried pipeline moved a significant amount in the downhill direction during the period from 1986, when the first survey was carried out, to 1989. This prompted a decision to excavate and rebury the entire section of line, and to continue monitoring deformations. Further remedial work, such as attempting to stabilize the slope or rerouting the pipeline, might be considered in the future.
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      Measurement of Deformations in Buried Pipeline

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    http://yetl.yabesh.ir/yetl1/handle/yetl/79784
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    contributor authorW. F. Teskey
    contributor authorD. A. Bayly
    contributor authorI. R. Colquhoun
    date accessioned2017-05-08T22:24:11Z
    date available2017-05-08T22:24:11Z
    date copyrightFebruary 1992
    date issued1992
    identifier other44093446.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79784
    description abstractSince 1986, measurements of deformations have been made on a section of large‐diameter buried natural gas pipeline in northern Alberta. Precise conventional survey techniques are used to measure the deformations. Three‐dimensional translation components of the deformations are determined through the use of a survey network, while three‐dimensional rotation components of the deformations are determined by making special types of measurements with a one arc second theodolite. The monumentation required for this project, as well as the instrumentation, observational procedures, and analysis procedures used to determine the translations and rotations are described. The results indicate that part of the section of buried pipeline moved a significant amount in the downhill direction during the period from 1986, when the first survey was carried out, to 1989. This prompted a decision to excavate and rebury the entire section of line, and to continue monitoring deformations. Further remedial work, such as attempting to stabilize the slope or rerouting the pipeline, might be considered in the future.
    publisherAmerican Society of Civil Engineers
    titleMeasurement of Deformations in Buried Pipeline
    typeJournal Paper
    journal volume118
    journal issue1
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(1992)118:1(1)
    treeJournal of Surveying Engineering:;1992:;Volume ( 118 ):;issue: 001
    contenttypeFulltext
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