Underground Mine Tunnel Modelling Using Laser Scan Data in Relation to Manual Geometry Measurements

Underground mine tunnels, drifts, and mine headings are susceptible to the impact of convergence. The convergence has a big influence on further measurements such as airflow and the volume concentration of methane and other gases. In most cases, deformation of arch supports lead to getting a smaller...

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Bibliographic Details
Main Authors: Janus, J. (Author), Ostrogórski, P. (Author)
Format: Article
Language:English
Published: MDPI 2022
Subjects:
Online Access:View Fulltext in Publisher
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001 10.3390-en15072537
008 220425s2022 CNT 000 0 und d
020 |a 19961073 (ISSN) 
245 1 0 |a Underground Mine Tunnel Modelling Using Laser Scan Data in Relation to Manual Geometry Measurements 
260 0 |b MDPI  |c 2022 
856 |z View Fulltext in Publisher  |u https://doi.org/10.3390/en15072537 
520 3 |a Underground mine tunnels, drifts, and mine headings are susceptible to the impact of convergence. The convergence has a big influence on further measurements such as airflow and the volume concentration of methane and other gases. In most cases, deformation of arch supports lead to getting a smaller cross-section area. A comparison is made between five methods of measuring the cross-sectional area of a mine tunnel. The reference size of the six cross-section mine drift areas were obtained by Terrestrial Laser Scanning, which were then compared with the cross-section areas obtained by four other methods. The following methods were considered: area calculation using CAD software, an empirical method, approximation by a semi-ellipse and approximation by a semi-ellipse with attached straight sections. This article presents the quantitative and qualitative differences of the obtained results. Differences in the calculated cross-sectional areas of the mine drift are discussed, and reasons for the differences are determined. In addition, the advantages and disadvantages of each method are indicated. © 2022 by the authors. Licensee MDPI, Basel, Switzerland. 
650 0 4 |a arch support 
650 0 4 |a Arch supports 
650 0 4 |a Arches 
650 0 4 |a Computer aided design 
650 0 4 |a Cross sectional area 
650 0 4 |a cross-section 
650 0 4 |a Cross-section 
650 0 4 |a Cross-section area 
650 0 4 |a Laser applications 
650 0 4 |a laser scanning 
650 0 4 |a Laser scanning 
650 0 4 |a mine drift area 
650 0 4 |a Mine drift area 
650 0 4 |a mine tunnel 
650 0 4 |a Mine tunnel 
650 0 4 |a Semi-ellipse 
650 0 4 |a Tunnel model 
650 0 4 |a Underground mine 
700 1 |a Janus, J.  |e author 
700 1 |a Ostrogórski, P.  |e author 
773 |t Energies