Finite-difference time-domain method of ground penetrating radar images for accurate estimation of subsurface pipe properties

The increasing length of subsurface pipe causes overlapping, accumulation, and occasionally the old pipe layout is not also available. Consequently, accidents, damages, time delays, and financial losses occur during construction of new structures or installation of new pipes. Therefore, depth, radius, material of the existing pipe, and map of pipe are indispensable for knowing proper construction planning. In this article, an algorithm is proposed to estimate the properties of subsurface pipes and show 3D maps. Using this algorithm, the radius of the field pipes was estimated with 83, 67, and 89 % accuracy and depth with 95, 95, and 98 % accuracy. The effect of pipe radius should be considered to assess the pipe depth with higher accuracy. The material of the field pipe was successfully determined using the evaluated relative permittivity. A 3D map of the field pipe was developed by applying the tracing algorithm and linear regression on estimated depth.

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Publication Details

Journal
NDT & E International
Published
2024-09-13
DOI
https://doi.org/10.1016/j.ndteint.2024.103235
Citations
2
Primary Topic
Geophysical Methods and Applications
Type
article
Field-Weighted Citation Impact
0.67

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article

Finite-difference time-domain method of ground penetrating radar images for accurate estimation of subsurface pipe properties

Rain Man Raja, Tsukasa Mizutani, Takahiro Yamaguchi
2 citations
NDT & E International
Geophysical Methods and Applications
0.67
article

Finite-difference time-domain method of ground penetrating radar images for accurate estimation of subsurface pipe properties

Rain Man Raja, Tsukasa Mizutani, Takahiro Yamaguchi
article en
2 citations

Abstract

The increasing length of subsurface pipe causes overlapping, accumulation, and occasionally the old pipe layout is not also available. Consequently, accidents, damages, time delays, and financial losses occur during construction of new structures or installation of new pipes. Therefore, depth, radius, material of the existing pipe, and map of pipe are indispensable for knowing proper construction planning. In this article, an algorithm is proposed to estimate the properties of subsurface pipes and show 3D maps. Using this algorithm, the radius of the field pipes was estimated with 83, 67, and 89 % accuracy and depth with 95, 95, and 98 % accuracy. The effect of pipe radius should be considered to assess the pipe depth with higher accuracy. The material of the field pipe was successfully determined using the evaluated relative permittivity. A 3D map of the field pipe was developed by applying the tracing algorithm and linear regression on estimated depth.

NDT & E InternationalVol. 148
The University of Tokyo (JP)
Japan Science and Technology Agency
Climate action
Openalex Percentile: Top 31%
Geophysical Methods and Applications
0.67
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