A random field model of external metal-loss corrosion on buried pipelines

被引:22
作者
Bao, J. [1 ]
Zhou, W. [1 ]
机构
[1] Univ Western Ontario, Dept Civil & Environm Engn, 1151 Richmond St, London, ON N6A 5B9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Corrosion; Pipeline; Random field; Spatial intermittency; Latent Gaussian field; Spatial correlation;
D O I
10.1016/j.strusafe.2021.102095
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper proposes a random field model to characterize the corrosion depth on the external surface of buried steel oil and gas pipelines. The model addresses the intermingling of corroded and corrosion-free areas on the pipe surface, similar to the spatial intermittency of rainfall accumulation within a geographic area, by using a latent homogeneous Gaussian random field and a spatial position-dependent threshold associated with the latent Gaussian field. High-resolution corrosion measurement data obtained from corroded pipe segments removed from in-service pipelines are used to estimate parameters of the proposed model, including the probability of corrosion at a given point, marginal distribution of the nonzero corrosion depth and correlation structure of the latent Gaussian field. The results indicate that the nonzero corrosion depth follows a shifted lognormal distribution. The isotropic gamma-exponential correlation function is adequate to characterize the correlation structure of the latent Gaussian field with the correlation length varying from 17 to 50 mm and gamma from 0.69 to 0.82. A comparison of simulated and measured corrosion fields suggests that the proposed model is able to capture the characteristics of naturally-occurring corrosion field on the pipe surface. The proposed model provides a useful tool for developing fitness-for-service assessment methodologies for corroded pipelines.
引用
收藏
页数:16
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