Institut Teknologi Sepuluh Nopember, Indonesia
BibTex Citation Data :
@article{ELIPSOIDA29337, author = {Friski Prasetyo and Akbar Kurniawan and Antony Rafie Dhiaurrahman and Fabian Saiadin Setiawan}, title = {ACCURACY ANALYSIS OF 3D COORDINATES FROM TERRESTRIAL LASER SCANNER (TLS) AND AIRBORNE LASER SCANNING (ALS) MEASUREMENTS (CASE STUDY: TRANSMISSION TOWER)}, journal = {Elipsoida : Jurnal Geodesi dan Geomatika}, volume = {8}, number = {2}, year = {2025}, keywords = {}, abstract = { Transmission towers on high-voltage power lines serve as supporting structures for electrical conductors and insulators, requiring routine maintenance to ensure safety and reliability. This study aims to analyze the 3D coordinates of transmission towers using Terrestrial Laser Scanner (TLS) and Airborne Laser Scanning (ALS) methods. The calculation of the Root Mean Square Error (RMSE) against Total Station (TS) measurements showed that TLS achieved higher accuracy, with an RMSE of 0.0037 m, compared to ALS at 0.0136 m. Statistical testing using the t-distribution on 21 data points showed that the t-values for TLS and ALS were 1.967255 and -0.385437, respectively, both of which fall within the critical value range at a 5% significance level. It was therefore concluded that there was no significant difference compared to the Total Station (TS) measurements. The confidence interval analysis at a 95% confidence level indicated that 95% of the TLS data and 61% of the ALS data fell within the acceptable range. In terms of visualization, TLS produced a denser and precise point cloud with texture details, while ALS excelled in point cloud color representation. Each method has its advantages, with TLS being superior in detailed accuracy and ALS being efficient for large-area data acquisition. Keywords : Airborne Laser Scanning, Point Cloud, Terrestrial Laser Scanner, Transmission Tower }, issn = {2621-9883}, pages = {129--136} doi = {10.14710/elipsoida.2025.29337}, url = {https://ejournal2.undip.ac.id/index.php/elipsoida/article/view/29337} }
Refworks Citation Data :
Transmission towers on high-voltage power lines serve as supporting structures for electrical conductors and insulators, requiring routine maintenance to ensure safety and reliability. This study aims to analyze the 3D coordinates of transmission towers using Terrestrial Laser Scanner (TLS) and Airborne Laser Scanning (ALS) methods. The calculation of the Root Mean Square Error (RMSE) against Total Station (TS) measurements showed that TLS achieved higher accuracy, with an RMSE of 0.0037 m, compared to ALS at 0.0136 m. Statistical testing using the t-distribution on 21 data points showed that the t-values for TLS and ALS were 1.967255 and -0.385437, respectively, both of which fall within the critical value range at a 5% significance level. It was therefore concluded that there was no significant difference compared to the Total Station (TS) measurements. The confidence interval analysis at a 95% confidence level indicated that 95% of the TLS data and 61% of the ALS data fell within the acceptable range. In terms of visualization, TLS produced a denser and precise point cloud with texture details, while ALS excelled in point cloud color representation. Each method has its advantages, with TLS being superior in detailed accuracy and ALS being efficient for large-area data acquisition.
Keywords: Airborne Laser Scanning, Point Cloud, Terrestrial Laser Scanner, Transmission Tower
Article Metrics:
Last update:
Starting from 2021, the author(s) whose article is published in the Elipsoida : Jurnal Geodesi dan Geomatika attain the copyright for their article and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-ShareAlike 4.0 International License. By submitting the manuscript to Elipsoida : Jurnal Geodesi dan Geomatika, the author(s) agree with this policy. No special document approval is required.
The author(s) guarantee that:
The author(s) retain all rights to the published work, such as (but not limited to) the following rights:
Suppose the article was prepared jointly by more than one author. Each author submitting the manuscript warrants that all co-authors have given their permission to agree to copyright and license notices (agreements) on their behalf and notify co-authors of the terms of this policy. Elipsoida : Jurnal Geodesi dan Geomatika will not be held responsible for anything arising because of the writer's internal dispute. Elipsoida : Jurnal Geodesi dan Geomatika will only communicate with correspondence authors.
Authors should also understand that their articles (and any additional files, including data sets and analysis/computation data) will become publicly available once published. The license of published articles (and additional data) will be governed by a Creative Commons Attribution-ShareAlike 4.0 International License. Elipsoida : Jurnal Geodesi dan Geomatika allows users to copy, distribute, display and perform work under license. Users need to attribute the author(s) and Elipsoida : Jurnal Geodesi dan Geomatika to distribute works in journals and other publication media. Unless otherwise stated, the author(s) is a public entity as soon as the article is published.
Editorial Office of Elipsoida : Jurnal Geodesi dan Geomatika View statisticsThe Old Dean Building (2nd Floor) Faculty of Engineering, Diponegoro UniversityJl Prof Soedarto SH, Tembalang. Semarang, Indonesia, 50275Email : redaksi.elipsoida@ft.undip.ac.id, Telephone : 081802403435