A Bayesian model framework for calibrating ultrasonic in-line inspection data and estimating actual external corrosion depth in buried pipeline utilizing a clustering technique. (May 2015)

• Record Type: Journal Article
• Authors: Wang, Hui; Yajima, Ayako; Y. Liang, Robert; Castaneda, Homero
• Is Part Of: Structural safety. Volume 54(2015)
• Page Start: 19
• Page End: 31
• Publication Date: 2015-05
• Subjects: External corrosion -- Calibration -- Pipeline -- Ultrasonic in-line inspection -- Bayesian approach -- Data clustering; Structural stability -- Periodicals; Safety factor in engineering -- Periodicals; Reliability (Engineering) -- Periodicals; Constructions -- Stabilité -- Périodiques; Coefficient de sécurité en ingénierie -- Périodiques; Fiabilité -- Périodiques; 620.86
• DOI: 10.1016/j.strusafe.2015.01.003
• Languages: English
• ISSNs: 0167-4730

Abstract

Highlights: Clustering analysis and Bayesian theory are combined in pipeline integrity assessment. Clustering analysis can aid in determining the similarity of corrosion defects. Measurement noises are considered and systematic errors are studied and estimated. Probability of detection and probability of false alarm are incorporated into the model. Abstract: In the petroleum industry, oil and gas pipeline operators routinely employ non-destructive in-line inspection (ILI) tools to perform integrity assessment, in which corrosion defects are detected, located and sized. However, the inspection technology is not perfect, and its accuracy is influenced by intrinsic measurement error of the ILI device as well as measurement noise. The quality of the inspection result should be assessed, and the inspection device should be calibrated before further assessment is performed. In the present work, a calibration model for an ultrasonic ILI device is proposed based on physical principles, and both systematic error and random error are able to be estimated. In addition to the errors from inspection devices, the soil environment introduces various uncertainties into the corrosion propagation. This paper presents a methodology to infer the actual corrosion defect depth based on detection theory and to account for the effect of soil property variation by combining cluster analysis with a Bayesian inferential framework. A numerical study on calibration uncertainty shows the influence of the number of field verifications. The proposed model framework is applied to a 110-km pipeline system to illustrate its application.