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Investigating the relative severity of dents in pipelines based on magnetic-flux-leakage inspection data

机译:基于磁通量泄漏检查数据调查管道中凹痕的相对严重程度

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Dent damage in pipelines may result from either impact damage caused by third parties or construction damage. Third-party damage generally occurs on the upper half of the pipe (between the 8 o'clock and 4 o'clock positions) and has historically contributed to the highest number of pipeline failures. Dents caused during construction generally occur on the bottom half of the pipe, and tend to be constrained by the indenter causing the dent, I.e. a stone or rock in the pipeline bed/backfill. However, all dents have the potential to cause an increase in stress in the pipeline, and consequently increase the pipeline sensitivity to both static and fatigue loading.rnAlthough there are extensive recommendations for the ranking and repair of dents, failures of dents that are acceptable to pipeline codes have recently been reported. Guidance is therefore needed in order that operators can identify dents for which excavation and inspection is uneconomic and could potentially be damaging to pipeline safety, and dents for which further action is required.rnThis paper provides a review of the published recommendations for the treatment of pipeline dents and goes on to present a method that is being developed to determine the relative severity of dents in a pipeline using magnetic-flux-leakage (MFL) signal data. The proposed method involves measuring MFL signal parameters related to the geometry of the dent and relating these to high-resolution caliper inspection data. This analysis enables a relationship to be established between the MFL signal data and dent depth and shape measurements. Once the model is verified, this analysis can then be used to provide a severity ranking for dents on pipelines where only MFL data is available.
机译:管道的凹痕损坏可能是由于第三方造成的冲击损坏或建筑损坏。第三方损坏通常发生在管道的上半部分(在8点钟和4点钟位置之间),并且历来是造成管道故障最多的原因。在施工期间造成的凹痕通常发生在管道的下半部,并且往往受到造成凹痕的压头的约束,即管道床/回填中的石头或岩石。但是,所有凹痕都有可能导致管道应力增加,并因此增加了管道对静态和疲劳载荷的敏感性。尽管对于凹痕的排列和修复有广泛的建议,但凹痕的破坏是可接受的。最近已经报道了管道代码。因此,需要提供指导,以便操作员能够识别出不宜进行开挖和检查的凹痕,并可能对管道安全造成损害,并需要采取进一步的措施。rn本文对已发表的管道处理建议进行了回顾。凹痕,并继续介绍一种正在开发的方法,该方法可以使用磁通量泄漏(MFL)信号数据确定管道中凹痕的相对严重程度。所提出的方法涉及测量与凹痕的几何形状相关的MFL信号参数,并将这些参数与高分辨率卡尺检查数据相关联。通过该分析,可以在MFL信号数据与凹痕深度和形状测量之间建立关系。验证模型后,可以使用此分析为仅MFL数据可用的管道上的凹痕提供严重性等级。

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