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...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
MDPI
2022
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Online Access: | View Fulltext in Publisher |
LEADER | 02210nam a2200361Ia 4500 | ||
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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 |