A Comparison of Wavelet Transform-Based and Fourier Transform-Based Denoising Methods for Strain-Based Pipeline Dent Assessments
Abstract Dents are a common type of mechanical damage on buried steel pipelines resulting from external interference such as excavation activities near the pipeline right of way and rock impact. The strain-based dent assessment using dent signals obtained from inline caliper tools is commonly employed in practice to identify critical dents for mitigation. However, the strains evaluated using the dent signals are sensitive to noises contained in signal. Developing an effective denoising method is therefore crucial to the strain-based dent assessment. This paper compares the effectiveness of the wavelet transform- and Fourier transform-based denoising methods for dent signals. Three-dimensional elasto-plastic finite element analysis (FEA) is employed to simulate indentation scenarios on an unpressurized X60 pipeline segment with an outside diameter of 609.6 mm and a wall thickness of 7.6 mm. The FEA-simulated dent geometry is then employed to generate both noise-free and noisy dent signals by simulating the measuring process of a caliper tool with representative longitudinal and circumferential sampling resolutions. The noisy dent signals are obtained by adding Gaussian white noises to the noise-free signals. The wavelet transform- and Fourier transform-based denoising methods are applied to the generated noisy signals. The dent strains are evaluated using the denoised signals; furthermore, the true dent strains are evaluated using the noise-free signals. The effectiveness and practicality of the two denoising methods are evaluated and compared by comparing the root mean squared error and accuracy of the dent strains obtained from the denoised signals. Based on the analysis results, recommendations are provided regarding the suitable denoising method for practical strain-based dent assessment.
Authors
- Junxiong Lin (ORCID: https://orcid.org/0000-0002-4156-3817)
- Wenxing Zhou (ORCID: https://orcid.org/0000-0002-5932-4304)
Institutions
- Western University (CA)
Publication Details
- Published
- 2024-09-23
- DOI
- https://doi.org/10.1115/ipc2024-134124
- Primary Topic
- Structural Integrity and Reliability Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00