Volumetric change calculation for a rock quarry using UAV photogrammetry

Nowadays, the volume calculation of rock quarry is incorrect and a slow process because it is manually conducted. To improve this performance, the use of Unmanned Aerial Vehicles (UAV) Photogrammetry shall be applied to obtain exact area mapping, volume data of rock quarry for active, non-active are...

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Main Authors: Siti Nooraiin Mohd Razali, Masiri Kaamin, Amir Khan Suwandi, Nor Farah Atiqah Ahmad, Mardiha Mokhtar, Nor Baizura Hamid, Habib Musa Mohamad, Muhamad Farhan Zaidi, Nur Anis Najwa Ruzman, Muhamad Najhan Md Yusof
Format: Article
Language:English
Published: Solid State Technology 2020
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Online Access:https://eprints.ums.edu.my/id/eprint/27498/1/Volumetric%20change%20calculation%20for%20a%20rock%20quarry%20using%20UAV%20photogrammetry-Abstract.pdf
https://eprints.ums.edu.my/id/eprint/27498/
http://solidstatetechnology.us/index.php/JSST/article/view/1044
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spelling my.ums.eprints.274982021-06-30T10:50:20Z https://eprints.ums.edu.my/id/eprint/27498/ Volumetric change calculation for a rock quarry using UAV photogrammetry Siti Nooraiin Mohd Razali Masiri Kaamin Amir Khan Suwandi Nor Farah Atiqah Ahmad Mardiha Mokhtar Nor Baizura Hamid Habib Musa Mohamad Muhamad Farhan Zaidi Nur Anis Najwa Ruzman Muhamad Najhan Md Yusof G Geography (General). Atlases. Maps TN Mining engineering. Metallurgy Nowadays, the volume calculation of rock quarry is incorrect and a slow process because it is manually conducted. To improve this performance, the use of Unmanned Aerial Vehicles (UAV) Photogrammetry shall be applied to obtain exact area mapping, volume data of rock quarry for active, non-active area and 6 total stockpiles and to verify soil profile of quarry area. The area which conducts rock excavation is known as active area whereas a non-active will be explore in the following 2 years. Meanwhile, the total 6 stockpile is the 6 different quarry rocks. The UAV is a type of photogrammetry that allow for the effective monitoring or mapping of large areas of land and existing infrastructure within a very short time compared to conventional techniques. The best of UAV is it can take the whole image of quarry area. Given that the main idea of the research presented here is to develop new applications to calculate the volume of rock quarry area. In this study, there are three main stages that need to be accomplished to get the data. The first stage is flying the UAV and capturing image at the quarry, followed by image processing and transform it into a 3D map and final stage is to calculate the volume and the determining the soil profile and contour of the quarry. To classify the materials, a DJI Phantom 4 Pro was used to fly over a quarry area in Min Fong Quarry Sdn. Bhd. This image can be transfer to pix4DMapper and Global Mapper software to produce a mapping area of quarry. Then, the calculation of the volume of rock quarry was conducted and obtain the soil profile of that study area. This observation took 2 months periodically to oversee the volumetric change in the rock quarry. The result of analysis showed that, there were differences and decreasing in the volume of rock quarry for each month. Solid State Technology 2020 Article PeerReviewed text en https://eprints.ums.edu.my/id/eprint/27498/1/Volumetric%20change%20calculation%20for%20a%20rock%20quarry%20using%20UAV%20photogrammetry-Abstract.pdf Siti Nooraiin Mohd Razali and Masiri Kaamin and Amir Khan Suwandi and Nor Farah Atiqah Ahmad and Mardiha Mokhtar and Nor Baizura Hamid and Habib Musa Mohamad and Muhamad Farhan Zaidi and Nur Anis Najwa Ruzman and Muhamad Najhan Md Yusof (2020) Volumetric change calculation for a rock quarry using UAV photogrammetry. Solid State Technology, 63 (3). pp. 840-847. ISSN 0038-111X http://solidstatetechnology.us/index.php/JSST/article/view/1044
institution Universiti Malaysia Sabah
building UMS Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Sabah
content_source UMS Institutional Repository
url_provider http://eprints.ums.edu.my/
language English
topic G Geography (General). Atlases. Maps
TN Mining engineering. Metallurgy
spellingShingle G Geography (General). Atlases. Maps
TN Mining engineering. Metallurgy
Siti Nooraiin Mohd Razali
Masiri Kaamin
Amir Khan Suwandi
Nor Farah Atiqah Ahmad
Mardiha Mokhtar
Nor Baizura Hamid
Habib Musa Mohamad
Muhamad Farhan Zaidi
Nur Anis Najwa Ruzman
Muhamad Najhan Md Yusof
Volumetric change calculation for a rock quarry using UAV photogrammetry
description Nowadays, the volume calculation of rock quarry is incorrect and a slow process because it is manually conducted. To improve this performance, the use of Unmanned Aerial Vehicles (UAV) Photogrammetry shall be applied to obtain exact area mapping, volume data of rock quarry for active, non-active area and 6 total stockpiles and to verify soil profile of quarry area. The area which conducts rock excavation is known as active area whereas a non-active will be explore in the following 2 years. Meanwhile, the total 6 stockpile is the 6 different quarry rocks. The UAV is a type of photogrammetry that allow for the effective monitoring or mapping of large areas of land and existing infrastructure within a very short time compared to conventional techniques. The best of UAV is it can take the whole image of quarry area. Given that the main idea of the research presented here is to develop new applications to calculate the volume of rock quarry area. In this study, there are three main stages that need to be accomplished to get the data. The first stage is flying the UAV and capturing image at the quarry, followed by image processing and transform it into a 3D map and final stage is to calculate the volume and the determining the soil profile and contour of the quarry. To classify the materials, a DJI Phantom 4 Pro was used to fly over a quarry area in Min Fong Quarry Sdn. Bhd. This image can be transfer to pix4DMapper and Global Mapper software to produce a mapping area of quarry. Then, the calculation of the volume of rock quarry was conducted and obtain the soil profile of that study area. This observation took 2 months periodically to oversee the volumetric change in the rock quarry. The result of analysis showed that, there were differences and decreasing in the volume of rock quarry for each month.
format Article
author Siti Nooraiin Mohd Razali
Masiri Kaamin
Amir Khan Suwandi
Nor Farah Atiqah Ahmad
Mardiha Mokhtar
Nor Baizura Hamid
Habib Musa Mohamad
Muhamad Farhan Zaidi
Nur Anis Najwa Ruzman
Muhamad Najhan Md Yusof
author_facet Siti Nooraiin Mohd Razali
Masiri Kaamin
Amir Khan Suwandi
Nor Farah Atiqah Ahmad
Mardiha Mokhtar
Nor Baizura Hamid
Habib Musa Mohamad
Muhamad Farhan Zaidi
Nur Anis Najwa Ruzman
Muhamad Najhan Md Yusof
author_sort Siti Nooraiin Mohd Razali
title Volumetric change calculation for a rock quarry using UAV photogrammetry
title_short Volumetric change calculation for a rock quarry using UAV photogrammetry
title_full Volumetric change calculation for a rock quarry using UAV photogrammetry
title_fullStr Volumetric change calculation for a rock quarry using UAV photogrammetry
title_full_unstemmed Volumetric change calculation for a rock quarry using UAV photogrammetry
title_sort volumetric change calculation for a rock quarry using uav photogrammetry
publisher Solid State Technology
publishDate 2020
url https://eprints.ums.edu.my/id/eprint/27498/1/Volumetric%20change%20calculation%20for%20a%20rock%20quarry%20using%20UAV%20photogrammetry-Abstract.pdf
https://eprints.ums.edu.my/id/eprint/27498/
http://solidstatetechnology.us/index.php/JSST/article/view/1044
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score 13.211869