Kernel-specific Gaussian process for predicting pipe wall thickness maps

Data organised in 2.5D such as elevation and thickness maps has been extensively studied in the fields of robotics and geostatistics. These maps are typically a probabilistic 2D grid that stores an estimated value (height or thickness) for each cell. Modelling the spatial dependencies and making inference on new grid locations is a common task that has been addressed using Gaussian random fields. However, inference faraway from the training areas results quite uncertain, therefore not informative enough for some applications. The objective of this research is to model the status of a pipeline based on limited and sparse local assessments, predicting the likely condition on pipes that have not been inspected. A customised kernel for Gaussian Processes (GP) is proposed to capture the spatial correlation of the pipe wall thickness data. An estimate of the likely condition of non-inspected pipes is achieved by concretising GP to a multivariate Gaussian distribution and generating realisations from the distribution. The performance of this approach is evaluated on various thickness maps from the same pipeline, where data have been obtained by measuring the actual remaining wall thickness. The output of this work aims to serve as the input of a structural analysis for failure risk estimation.

[1]  Teresa A. Vidal-Calleja,et al.  Learning spatial correlations for Bayesian fusion in pipe thickness mapping , 2014, 2014 IEEE International Conference on Robotics and Automation (ICRA).

[2]  P. Spanos,et al.  Monte Carlo Treatment of Random Fields: A Broad Perspective , 1998 .

[3]  Jaime Valls Miro,et al.  3D Point Cloud Upsampling for Accurate Reconstruction of Dense 2.5D Thickness Maps , 2014 .

[4]  Hugh F. Durrant-Whyte,et al.  Gaussian Process modeling of large scale terrain , 2009, ICRA.

[5]  Eero P. Simoncelli,et al.  Image quality assessment: from error visibility to structural similarity , 2004, IEEE Transactions on Image Processing.

[6]  Richard W. Bonds,et al.  Corrosion and corrosion control of iron pipe: 75 years of research , 2005 .

[7]  Fabio Tozeto Ramos,et al.  Gaussian process occupancy maps* , 2012, Int. J. Robotics Res..

[8]  Djemel Ziou,et al.  Image Quality Metrics: PSNR vs. SSIM , 2010, 2010 20th International Conference on Pattern Recognition.

[9]  Christopher M. Bishop,et al.  Pattern Recognition and Machine Learning (Information Science and Statistics) , 2006 .

[10]  Alen Alempijevic,et al.  Gaussian process for interpreting pulsed eddy current signals for ferromagnetic pipe profiling , 2014, 2014 9th IEEE Conference on Industrial Electronics and Applications.

[11]  Jan de Leeuw,et al.  Journal of Statistical Software , 2009 .

[12]  Jayantha Kodikara,et al.  Factors contributing to large diameter water pipe failure as evident from failure inspection , 2013 .

[13]  Howie Choset,et al.  Using response surfaces and expected improvement to optimize snake robot gait parameters , 2011, 2011 IEEE/RSJ International Conference on Intelligent Robots and Systems.

[14]  Paul Newman,et al.  Efficient Non-Parametric Surface Representations Using Active Sampling for Push Broom Laser Data , 2010, Robotics: Science and Systems.

[15]  Carl E. Rasmussen,et al.  Gaussian Processes for Machine Learning (GPML) Toolbox , 2010, J. Mach. Learn. Res..

[16]  Dirk P. Kroese,et al.  Spatial Process Generation , 2013, 1308.0399.

[17]  Martin Schlather,et al.  Analysis, Simulation and Prediction of Multivariate Random Fields with Package RandomFields , 2015 .

[18]  Bayesian fusion using conditionally independent submaps for high resolution 2.5D mapping , 2015, 2015 IEEE International Conference on Robotics and Automation (ICRA).

[19]  Robert E. Melchers,et al.  Long term corrosion of buried cast iron pipes in native soils , 2014 .

[20]  Wolfram Burgard,et al.  Most likely heteroscedastic Gaussian process regression , 2007, ICML '07.

[21]  P. Cochat,et al.  Et al , 2008, Archives de pediatrie : organe officiel de la Societe francaise de pediatrie.

[22]  C. Q. Li,et al.  Risk based service life prediction of underground cast iron pipes subjected to corrosion , 2013, Reliab. Eng. Syst. Saf..