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  4. Use of Drone LIDAR Scanning for Volume Estimation of Stockpiles Accumulated in Post-Flotation Sedimentation Ponds – A Case Study of Bukowno (Southern Poland)
 
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Use of Drone LIDAR Scanning for Volume Estimation of Stockpiles Accumulated in Post-Flotation Sedimentation Ponds – A Case Study of Bukowno (Southern Poland)

Type
Journal article
Language
English
Date issued
2025
Author
Laks, Ireneusz 
Achtenberg, Krzysztof 
Faculty
Wydział Inżynierii Środowiska i Inżynierii Mechanicznej
PBN discipline
environmental engineering, mining and energy
Journal
Inżynieria Mineralna - Journal of the Polish Mineral Engineering Society
ISSN
1640-4902
DOI
10.29227/IM-2025-02-02-032
Web address
https://inz-min.online/index.php/im/pl/article/view/1756
Volume
2
Number
2
Pages from-to
[1-11]
Abstract (EN)
This study evaluates the use of drone - mounted LiDAR scanning to estimate the volume of post - flotation tailings accumulated in sedimentation ponds located in Bukowno, southern Poland. The survey was conducted using a DJI Matrice 350 RTK UAV equipped with th e Zenmuse L2 LiDAR sensor, supported by high - accuracy GNSS measurements using the Topcon HiPer XR receiver. The main goal was to generate a high - resolution 3D model of the tailings storage area and assess the geometric accuracy of horizontal and vertical g eodetic coordinates using control points and statistical validation. Post - processing of LiDAR data was performed using DJI Terra, followed by spatial and statistical analyses in QGIS and RStudio. Statistical evaluation included descriptiv e statistics, Tuke y’s outlier detection, and the Shapiro – Wilk test to verify the normality of error distributions. The horizontal accuracy was assessed using 10 control points, while the vertical accuracy relied on 46 measured control points. The analysis confirme d the high accuracy of the generated model, with average absolute elevation error not exceeding 1.7 cm and horizontal deviations ranging from 1.7 cm (Δx) to 3.6 cm (Δy). The volume of deposited tailings above the reference elevation of 320.00 m a.s.l. was calcul ated to be 37.49 million m³ over an area of 137.9 hectares. The Eastern pond was further divided into operational subsections to supp ort functional assessment and monitoring strategies .
Keywords (EN)
  • DLS

  • L2 LiDAR

  • 3D model

  • error estimation

  • post-flotation sediments

License
cc-bycc-by CC-BY - Attribution
Open access date
November 5, 2025
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