Capabilities of UAV Photo Technology for Detailed Mapping of Pipelines

Mapping pipeline networks and their support is essential to asset information systems and asset integrity in supporting energy security. Important information from pipeline asset integrity, including pipeline network, support position, and condition, must be monitored well to allow damage to be detected as early as possible. The challenge of mapping the pipeline network and its support is the volume of the pipeline network, which can reach tens or even hundreds of kilometers. The technology often used for mapping pipeline assets is terrestrial surveys with total stations and GNSS-RTK. Alternative rapid mapping that can be an option is UAV LiDAR or UAV photos. Finding alternative pipeline mapping technology for accurate and economical mapping needs to be considered. This research analyzed the capabilities of UAV photos for mapping pipelines and their support in a 3 km-long pipeline area. With its rapid data acquisition, the point cloud extracted from UAV photos is used for pipeline and support location detection and its height. Furthermore, the appropriateness of UAV photo technology for pipeline mapping was tested compared to UAV LiDAR technology and GNSS terrestrial mapping on two practical parameters, namely (1) technical ability to provide results according to standards and expected output with a weight of 70% and (2) cost-effectiveness with a weight of 30%. Each parameter is then detailed and scored. The results of the analysis of the appropriateness of UAV photos compared to UAV LiDAR and the GNSS terrestrial survey found that the highest score was obtained by UAV LiDAR at 21.2, followed by the GNSS terrestrial survey at 15.9. The UAV photo method for pipeline network mapping only scored 12.5, the lowest among the three technologies. The UAV photo method falls on the assessment of technical capabilities, especially the ability to obtain the height of the pipeline and its support to the ground and the height of the surrounding environment. Given that height information is an inseparable part of the results of topographic maps and pipeline alignment that must be produced from pipeline network mapping surveys.

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Publication Details

Journal
Engineering headway
Published
2025-10-13
DOI
https://doi.org/10.4028/p-efkjo3
Primary Topic
3D Surveying and Cultural Heritage
Type
article
Field-Weighted Citation Impact
0.00
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article

Capabilities of UAV Photo Technology for Detailed Mapping of Pipelines

Listiyo Fitri, Nurrohmat Widjajanti, Hengameh Azizi, Q. Iwan Himawan
Engineering headway
3D Surveying and Cultural Heritage
article

Capabilities of UAV Photo Technology for Detailed Mapping of Pipelines

Listiyo Fitri, Nurrohmat Widjajanti, Hengameh Azizi, Q. Iwan Himawan
article en

Abstract

Mapping pipeline networks and their support is essential to asset information systems and asset integrity in supporting energy security. Important information from pipeline asset integrity, including pipeline network, support position, and condition, must be monitored well to allow damage to be detected as early as possible. The challenge of mapping the pipeline network and its support is the volume of the pipeline network, which can reach tens or even hundreds of kilometers. The technology often used for mapping pipeline assets is terrestrial surveys with total stations and GNSS-RTK. Alternative rapid mapping that can be an option is UAV LiDAR or UAV photos. Finding alternative pipeline mapping technology for accurate and economical mapping needs to be considered. This research analyzed the capabilities of UAV photos for mapping pipelines and their support in a 3 km-long pipeline area. With its rapid data acquisition, the point cloud extracted from UAV photos is used for pipeline and support location detection and its height. Furthermore, the appropriateness of UAV photo technology for pipeline mapping was tested compared to UAV LiDAR technology and GNSS terrestrial mapping on two practical parameters, namely (1) technical ability to provide results according to standards and expected output with a weight of 70% and (2) cost-effectiveness with a weight of 30%. Each parameter is then detailed and scored. The results of the analysis of the appropriateness of UAV photos compared to UAV LiDAR and the GNSS terrestrial survey found that the highest score was obtained by UAV LiDAR at 21.2, followed by the GNSS terrestrial survey at 15.9. The UAV photo method for pipeline network mapping only scored 12.5, the lowest among the three technologies. The UAV photo method falls on the assessment of technical capabilities, especially the ability to obtain the height of the pipeline and its support to the ground and the height of the surrounding environment. Given that height information is an inseparable part of the results of topographic maps and pipeline alignment that must be produced from pipeline network mapping surveys.

Engineering headwayVol. 27
Universitas Darma Persada (ID)
Openalex Percentile: Top 61%
3D Surveying and Cultural Heritage
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