• Title/Summary/Keyword: Rockfall Management Plan

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A Study on the Improvement of the Management System of Rockfall Risk Area Using the Rockfall Analysis Program (낙석 해석 프로그램을 이용한 낙석위험지역 관리체계 개선 방안에 대한 연구)

  • Bae Dong Kang;Jae Chae Jeong;Chang Deok Jang;Kye Won Jun
    • Journal of Korean Society of Disaster and Security
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    • v.15 no.4
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    • pp.79-86
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    • 2022
  • The National Park Service is making efforts to create a safe environment by installing rockfall prevention facilities (rockfall prevention nets, fences, and Piam tunnels) in areas at risk of falling rocks. However, the occurrence of falling rocks is increasing every year due to torrential rains caused by climate change, abnormal temperatures in winter, and aging of the ground, and the need to improve the existing rock risk area management plan has emerged. In this study, a pilot area at risk of falling rocks was selected for the Hwanggol district of Chiaksan National Park among Korean national parks, and rockfall analysis was performed using the Rockfall program, and monitoring was conducted by applying a countermeasure method combined with the measurement system to the pilot area. Through this, a rockfall management plan was proposed for continuous management and monitoring of rockfall.

A Study on the Development Site of an Open-pit Mine Using Unmanned Aerial Vehicle (무인항공기를 이용한 노천광산 개발지 조사에 관한 연구)

  • Kim, Sung-Bo;Kim, Doo-Pyo;Back, Ki-Suk
    • Journal of Convergence for Information Technology
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    • v.11 no.1
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    • pp.136-142
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    • 2021
  • Open-pit mine development requires continuous management because of topographical changes and there is a risk of accidents if the current status survey is performed directly in the process of calculating the earthwork. In this study, the application of UAV photogrammetry, which can acquire spatial information without direct human access, was applied to open-pit mines development area and analyzed the accuracy, earthwork, and mountain restoration plan to determine its applicability. As a result of accuracy analysis at checkpoint using ortho image and Digital Surface Model(DSM) by UAV photogrammetry, Root Mean Square Error(RMSE) is 0.120 m in horizontal and 0.150 m in vertical coordinates. This satisfied the tolerance range of 1:1,000 digital map. As a result of the comparison of the earthwork, UAV photogrammetry yielded 11.7% more earthwork than the conventional survey method. It is because UAV photogrammetry shows more detailed topography. And result of monitoring mountain restoration showed possible to determine existence of rockfall prevention nets and vegetation. If the terrain changes are monitored by acquiring images periodically, the utility of UAV photogrammetry will be further useful to open-pit mine development.