• Asia-pacific Journal of Multimedia Services Convergent with Art, Humanities, and Sociology
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• v.7 no.6
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• pp.693-700
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• 2017

The mines in our country are complex in geography and shape and because of its small scale, accurate surveying performance and 3D modeling are necessary for mine development and management and mining plans. However, due to the data acquisition and processing technology and economy, the existing methods are currently used. The structure, mining, and mining area of the mine are recorded and managed based on the 2D drawings. As a result, it is true that there is risk of accidents caused by problems of accuracy as well as waste of personnel and time. In recent years, research data on geology and geospatial information on mines have been integrated into a database in foreign countries, and they are used for mine management and mining planning. In this study, we tried to construct spatial information for mining management and mining plan using laser scanner. Through research, spatial information about the mine was effectively obtained and produced data modeled through data processing. The 3D model for mining mines is expected to be a valuable tool for establishing and operating a safe mining plan for mines.

• Proceedings of the Korean Society of Laser Processing Conference
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• 2006.06a
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• pp.112-115
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• 2006

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.213-213
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• 2021

한국농어촌공사 농어촌연구원은 하천 및 해안분야의 다양한 수리모형실험을 수행할 수 있는 대형 수리모형실험 시설을 2018년에 구축완료하였다. 국내 최대 규모의 실험장뿐만 아니라 첨단 광학용 계측장비(PIV 및 LDV 시스템)를 연계한 전용실험수로, 대형유사실험수로 등 7종의 기능별 실험수로를 갖추고 있어 다양한 수리현상 분석을 수행할 수 있다. 최근에는 산사태의 주요 원인중 하나인 토석류 실험, 방조제 주변의 침·퇴적 실험 등을 수행하였으며, 본 연구에서는 3D 지형스캐너를 활용한 방조제 주변의 지형변동 수리모형실험에 대하여 소개를 하고자 한다. 방조제는 조수가 육지쪽으로 밀려들어와 내부개발지역이나 농지 등을 해수로부터 보호하기 위해 설치되는 외곽시설이다. 이러한 방조제 전면의 빠른 유속에 의한 침식은 배후지의 안전에 상당히 큰 문제를 야기시킨다. 방조제의 침식을 방지하기 위하여 방조제 전면에 수제공을 설치하여 수제공과 수제공 사이의 느려진 유속에 의해 방조제 전면에 토사를 퇴적시키는 방법이 있다. 본 연구에서는 방조제 전면에 수제공의 길이를 달리 설치하여 수제공 주변의 침·퇴적현상을 이동상 실험을 수행하여 분석하였다. 일반적으로 토사의 침·퇴적고를 계측하는 방법으로 일정한 격자망을 구성하여 각 지점별로 실험 전·후의 토사의 표고차를 수작업으로 계측한다. 이 경우는 실험자가 직접 측정하는 계측오차가 발생하게 되고 측정할 수 있는 지점의 수가 한계가 있어 전체적인 토사의 변화양상을 분석하기엔 어려움이 있다. 이를 해결하기 위하여 본 연구에서는 농어촌연구원이 보유하고 있는 3D 지형스캐너를 활용하여 토사의 표고차를 측정하였다. 실험에 사용한 3D 지형스캐너의 최대 측정거리는 스캐너가 설치된 중심점으로부터 반경 80m에 해당하며, 해상도는 1.6mm~50mm의 범위로 수작업으로 격자망을 구성하여 측정하는 것보다 상당히 높은 수준의 결과를 취득할 수 있으며 계측시간을 단축할 수 있는 장점이 있다. 하지만, 펄스레이저에 의한 지형스캔 방식은 수면과 같이 레이저가 투과할 수 없는 경우에는 계측이 불가능하며, 어두운 계열의 색을 스캔하는 경우 결과 분석에 주의할 필요가 있다. 본 연구에서는 이동상 재료로 안트라사이트(검은색)를 포설하였고, 검은색 계열의 실험사에도 3D 지형스캐너가 우수한 결과를 제공하는 것을 확인하였다.

• Journal of the Korean Institute of Intelligent Systems
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• v.21 no.3
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• pp.329-334
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• 2011

This paper presents the method for location estimation with obstacle tracking method. A laser scanner is used to implement the system, and we assume that the map information is known. We matches the measurement of the laser scanner to estimate the location of the robot by using sequential monte carlo (SMC) method. After estimating the robot's location, the pose of obstacles are detected and tracked, hence, we can predict the collision risk of them. Finally, we present the experiment results to verify the proposed method.

• Journal of the Korean Association of Geographic Information Studies
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• v.24 no.4
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• pp.55-64
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• 2021

In this study, the operation method and accuracy of Terrestrial Laser Scanner(TLS) are reviewed and discussed by experimental measurements, and guidelines of TLS surveying operation are proposed. Ground control points and TLS station points were measured by TS and/or GPS, in TLS observation experiments, and wood targets were used which designed by this study team. RMSE accuracy of TLS scan shows that TLS surveying operation can be used in the topographic mapping of 1/250 scale and level of 1/100 BIM, the drone data also used in TLS data completeness. Additionally, as the results of the field experiment, the guidelines for TLS surveying operartions were proposed.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.38 no.6
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• pp.725-731
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• 2020

In mineral resource development, resource exploration is a task to find economical minerals on the surface and underground, and the success rate is low compared to the development and production stages, and it is necessary to collect a lot of data through exploration and accurately analyze the collected information. In this study, mine spatial information was constructed using a 3D (Three-dimensional) laser scanner, and accuracy evaluation was performed to obtain a maximum deviation of 0.140 m and an average of 0.095 m in the X, Y and Z directions, and the possibility of utilizing the construction of mine geospatial information through a 3D laser scanner could be presented. In addition, the ore body modeling was performed by applying the interpolation method of the ore body section using the resource exploration results. The ore body modeling result was superimposed with the modeling result of the mine geospatial information built through the 3D laser scanner to construct the ore body modeling result based on the precise mine geospatial information. The results of ore body modeling based on mine geospatial information built through research can increase the ease of data interpretation and the accuracy of the calculated data, which will greatly increase the efficiency of work related to mineral resource development and mine damage prevention in the future.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.12
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• pp.867-872
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• 2020

Oil storage tanks are a major structure in chemical industrial complexes. Damage to the structure due to natural disasters or poor management can cause additional damage, such as leakage of chemicals, fire, and explosion, so it is essential to understand the deformation. In this study, data on oil storage tanks were acquired using a 3D laser scanner, and various analyzes were performed for storage tank management by comparing them with design data. Modeling of the oil storage tank was performed using the data and design drawings acquired by a 3D laser scanner. An inspection of the oil storage tank was effectively performed by overlapping. In addition, cross-sectional and exploded views of the deformation were produced to generate visible data on the deformation of the facility, and it was suggested that the oil storage tank had a maximum deformation of -7.16mm through quantitative analysis. Data that can be used for additional work was obtained by producing drawings to be precisely inspected for areas with large deformation. In the future, an inspection of oil storage tanks using 3D laser scanners is quantitative and visible data on oil storage tank deformation. This will greatly improve the efficiency of facility management by rebuilding it.

• Journal of the Korean Society for Precision Engineering
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• v.20 no.9
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• pp.197-204
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• 2003

This study proposes a method to reduce errors in scanning object and registration using a laser scanner. The method consists of 3 stages. First, there is an error induced by the difference of the distance between the probe and the object. It is possible to reduce the error by planning a scanning strategy: object setting, scan path. Second, the scan data of the tooling ball affects calculating the tooling ball center. A z-direction compensation is given to calculate more accurate registration points. Third, three points are used to determine a coordinate transformation on each frame. The maximum error usually lies on the third tooling ball in the conventional merging method. LSM (Least Square Method) is applied to a coordinate transformation to reduce the registration error.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.11
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• pp.744-749
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• 2018

Informatization and visualization technology for real space is a key technology for construction of geospatial information. Three-dimensional (3D) modeling is a method of constructing geospatial information from data measured by various methods. The 3D laser scanner has been mainly used as a method for acquiring digital elevation data. On the other hand, the unmanned aerial vehicle (UAV), which has been attracting attention as a promising technology of the fourth industrial revolution, has been evaluated as a technology for obtaining fast geospatial information, and various studies are being carried out. However, there is a lack of evaluation on the quantitative work efficiency and data accuracy of the data construction technology for 3D geospatial modeling. In this study, various analyses were carried out on the characteristics, work processes, and accuracy of point cloud data acquired by a 3D laser scanner and an unmanned aerial vehicle. The 3D laser scanner and UAV were used to generate digital elevation data of the study area, and the characteristics were analyzed. Through evaluation of the accuracy, it was confirmed that digital elevation data from a 3D laser scanner and UAV show accuracy within a 10 cm maximum, and it is suggested that it can be used for spatial information construction. In the future, collecting 3D elevation data from a 3D laser scanner and UAV is expected to be utilized as an efficient geospatial information-construction method.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.22 no.1
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• pp.621-626
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• 2021

In this study, data on the study site for apartment construction was acquired, and the quantity of construction waste was calculated using a drone and mobile 3D laser scanner. The accuracy of the drone was 0.034 to 0.064m in the horizontal and vertical directions, respectively, and the mobile 3D Laser Scanner showed an accuracy of 0.018 to 0.049m in the horizontal direction, respectively. These results suggest that it is possible to construct spatial information using a drone and mobile 3D laser scanner with a value within the allowable accuracy of 1:1,000 digital terrain. The volume of construction waste calculated using the mobile 3D laser scanner data was 70,797㎥. It was possible to calculate the volume on the side of the building or some facilities that appeared as shaded areas in the drone outcomes. In addition, modeling was performed for view analysis of the apartments scheduled to be constructed and the terrain-based modeling results of the surrounding buildings. In the future, data construction and accuracy evaluation using mobile 3D laser scanners will be conducted. In addition, additional research comparing existing methods and work processes will be carried out, and the efficiency of mobile 3D laser scanners in the field of spatial information construction can be presented.