• Title/Summary/Keyword: 광산채굴적

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A Monitoring Strategy on Dispersion of Particulate Matter emitted from Domestic Limestone Open Pit Mines (국내 노천 석회석 광산먼지 확산 모니터링 방안)

  • Yoon, Jinho;Lee, Sang-hun;Seo, Eui Young;Baek, Seunghan
    • Economic and Environmental Geology
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    • v.54 no.4
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    • pp.475-482
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    • 2021
  • This study proposed a strategy with literature review on effective monitoring of dispersion of the particulate matters (PM) emitted from domestic open pit lime mines. The mines generally produced a large amount of PM through the mine processes such as crushing and transportation of raw or crushed ores. The PM emission from mine facilities or transportation can be assessed using empirical equations which was prepared through the experimental tests to produce PM from ores. For effective monitoring of mine PM dispersion, this study showed a preliminary application of the monitoring network with multiple low-cost sensors around a main PM emission source for each mine site. Therefore, two domestic limestone mine sites were selected for this study, and install the monitoring network with low-cost PM sensors and LTE (Long-term evolution) data communication. Then, preliminary resultant PM data plotted according to monitoring duration showed typical PM dispersion patterns. The quantification of the PM dispersion patterns should be roughly prepared by a PM size-dependent dispersion modeling.

A Study on the Prediction of Surface Subsidence Zone through the Case Studies on Mined-out Area (채굴적에 의한 지반침하 사례 분석을 통한 침하발생 범위의 추정에 관한 연구)

  • Kim, Byung-Ryeol;Lee, Seung-Joong;Choi, Sung-Oong
    • Tunnel and Underground Space
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    • v.23 no.1
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    • pp.31-41
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    • 2013
  • Graphical method has been widely applied to the prediction of subsidence area, and is known to have advantages in analysis of trough subsidence which is common in horizontally seamed mine area. However, it is reported that most of the ore bodies in Korea are geologically inclined from sub-horizontal to steep, and therefore, the sinkhole subsidence is frequent in abandoned mine area. For these reasons, it is not to be desired that graphical method is applied for predicting the subsidence occurrence. This paper describes the results of subsidence zone prediction considering the dip direction and the opposite direction of inclined ore bodies from the case studies on the 163 subsidence occurrence regions. The results show also the assumed angle which can define the range of subsidence in the surface area. In conclusion, the limit of this angle is suggested after taking into account the comparison with graphical method and the application to the case histories.

Innovation of the Underhand Closed Bench (UCB) Mining Method Utilizing Large-Scale Blasting in Deep Underground Mining (심부 지하광산 개발에서의 대규모 발파를 활용한 Underhand Closed Bench (UCB) 채광 혁신기술)

  • Seogyeong Lee;Se-Wook Oh;Sang-Ho Cho;Junhyeok Park
    • Explosives and Blasting
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    • v.42 no.2
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    • pp.29-41
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    • 2024
  • The increasing demand for metallic minerals due to global growth and the continued exploitation of near-surface minerals requires safe and efficient ways to mine ores present in deep mines. In deep mines, stresses concentrated around the cavity increase, which can lead to problems such as induced seismicity and rockbursts. In addition, the transfer of energy from blasting to deeply located faults can cause fault slip, which can lead to earthquakes, and controlling these events is key to deep mining methods. In this technical report, we will introduce the Underhand Closed Bench (UCB) mining method, which can control possible accidents and increase productivity when mining in deep mines.

Stability Assessment of Underground Limestone Mine Openings by Stability Graph Method (Stability graph method에 의한 석회석 지하채굴 공동의 안정성 평가)

  • Sunwoo Choon;Jung Yong-Bok
    • Tunnel and Underground Space
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    • v.15 no.5 s.58
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    • pp.369-377
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    • 2005
  • The stability of underground openings is a major concern for the safety and productivity of mining operations. Rock mass classification methods provide the basis of many empirical design methods as well as a basis for numerical analysis. Of the many factors which influence the stability of openings, the span of the opening for a given rock mass condition provides an important parameter of design. In this paper, the critical span curves proposed by Lang, the Mathews stability graph method and the modified critical span curve suggested by the authors have been assessed. The modified critical span curve was proposed by using Mathews stability graph method. The modified critical span curve by the author have been used to assess the stability of underground openings in several limestone mines.

Evaluation of Groundwater Flow through Rock Mass around Development Openings of Mine (광산 갱도 주변 암반에서의 지하수 유동 평가)

  • Yoon, Yong-Kyun
    • Tunnel and Underground Space
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    • v.21 no.5
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    • pp.370-376
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    • 2011
  • To design the drainage system of a mine, it is very important to evaluate the groundwater inflow to the mine workings. In this study, continuous steady state flow through rock mass around mine openings developed in Sungok area of Gagok Mine was analyzed. Saturated only model and Saturated/unsaturated model were used as material models of rock mass. Groundwater quantities flowing into Sungok 160 level which is 1216 m long are computed as 1450 $m^3$/day in case of a saturated model and as 1071 $m^3$/day in case of a saturated/unsaturated model. An effect that hydraulic conductivity has on inflow turned out be greater than precipitation and inflow increased linearly with increase of hydraulic conductivity. It was found that change of hydraulic conductivity ratio and orientation have an impact on the variation of inflow and water table.

Analysis of Terrain Change Caused by Mining Development using GIS (GIS를 이용한 광산개발지역의 추이 현황 분석)

  • Lee Hyung-Seok
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.24 no.3
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    • pp.261-269
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    • 2006
  • There is a need to restore the terrain back its natural environment after mining development. It is necessary to compare the original and developing surfaces for post-management and to analyze the terrain change to develop a process for efficient restoration plan. This study analyzes and compares change to the terrain by annual mining development using GIS. Contours digitized with CAD based on photogrammetry are classified into annual data and created by Triangulated Irregular Network (TIN). By producing profiles and cross sections using TIN, many stations are distinguished. As a result of the terrain changes caused by mining development from 2000 to 2003 by operating elevation values each cell converted to raster from TIN, $11,094,460m^3$ are cut and $5,127,968m^3$ are filled up to 46% of cut volume, and annual surface changes of cut and fill area to mining are analyzed to visual and quantitative data. This study is used for the restoration plan and additional mining. And it is expected that this annual change, caused by mining development, can be used to return the terrain close to its original condition for finished mining area.

Application of Time Domain Reflectometry to the Monitoring of Ground Defromation (지반변형측정을 위한 TDR기술의 적용)

  • Lee, Woo-Jin;Kim, Yong-Jin;Lee, Won-Je;Lee, Woong-Joo
    • Journal of the Korean GEO-environmental Society
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    • v.4 no.2
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    • pp.15-25
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    • 2003
  • Time Domain Refletometry, or TDR, is a remote sensing electrical measurement technique that has been used for many years to determine the spatial location and nature of various objects, especially in the United States of America and Australia at mining industry. Since early on 1990, the TDR techniques have been applied to the geotechnical engineering such as : deformation measurement of rock slope and landslide, monitoring of ground water content and ground water level change, investigation of ground contamination and its movement. The first application of this technique, in 1996, to the domestic area is to determine the possibility of ground settlement caused by subsidence from abandoned underground mines at the Tongri and Gosari in Gangwon-d. In this paper, through the results of analysed deformation data between conventional measurements and the TDR, it was concluded that the TDR technique is a useful instrumentation method for the prediction of ground deformation.

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Sensor Information Transmission Technology of Rod Pipe (Rod pipe의 센서 정보 전송기술)

  • Yun, Eon-Ho;Lee, Sang-Rak;Choi, Han-Go
    • Proceedings of the Korea Information Processing Society Conference
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    • 2021.05a
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    • pp.49-50
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    • 2021
  • 광산 분야 등의 채굴을 위한 천공 과정에서 현재 진행 중인 천공 위치의 실시간 측정이 요구되는데 이를 위해 드릴 후면에 부착된 센서 정보를 로드 파이프를 통해 지상으로 전송할 수 있는 통신방식을 제안하였다. 드릴 후면에 장착된 센서에서 검출된 신호는 송신부에서 변조를 통해 로드 파이프로 전송하고, 수신부에서는 이에 대응되는 복조 과정을 통해 센서 데이터를 추출하였다. 제안된 방법의 검증을 위해 설계된 장치를 사용하여 실험을 수행하였으며, 실험 결과 제안된 방법에 의한 데이터 송수신이 정상적으로 동작함을 확인하였다.

Extraction kaolin minesin Hadong Area using ASTER image (ASTER 영상 자료를 이용한 하동지역 고령토 광산 분포 추출)

  • LEE, Hong-Jin;KIM, In-Joon;PARK, Maeng-Eon;CHI, Kwang-Hoon;BAEK, Seung-Gyun;KO, Kyoungtae
    • Journal of The Geomorphological Association of Korea
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    • v.21 no.4
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    • pp.121-131
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    • 2014
  • This study analyzed the spectral reflectance characteristics of kaolinite and ASTER(Advanced Spaceborne Thermal Emission and Reflectance Radiometer) image to extract the distribution of kaolin mines in Hadong area, Gyeongsangnam-do. The band ratio model was applied to extract kaolinite using difference of wavelength absorption band distinct feature of minerals from ASTER image which is the major mineral of kaolin mines. According to the spectral reflectance curve of kaolinite, it showed the absorption features around 0.96 and $2.18{\mu}m$ by Al-OH. Also, it affected 1.24 and $1.38{\sim}1.41{\mu}m$ by OH. Applying for new band ratio model from the spectral features of kaolinite to ASTER image, it is possible to make the distribution map of mining traces including present- developing kaolin mines.

A Geophysical Survey of Subsidence area around Limestone Mine Sites (석회석 광산지역 지반침하 분석을 위한 물리탐사 기술 적용 연구)

  • Hong, Jinpyo;Ji, Yoonsoo;Oh, Seokhoon;Choi, Sungoong
    • Geophysics and Geophysical Exploration
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    • v.18 no.4
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    • pp.207-215
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    • 2015
  • Electrical resistivity surveys were conducted at two subsidence areas near and at limestone mine sites, respectively, in order to estimate their causes of subsidence and the regions of potential occurrence. In addition, the linkages of mine development with these subsidences were investigated by the rock engineering analysis. Two study areas have different geological setting. One study site is the land subsidence area, which contains clay and sandy soil near the limestone mine, The other study site is the land subsidence area located just above the mine, which is expected to be relevant to the limestone mine. As results of two-dimensional (2D) electrical resistivity surveys at the sites 1 and 2, low resistivity zones, which are 70 ~ 120 ohm-m and 20 ~ 50 ohm-m, respectively, were found under the subsidence zones. For the study site 1, the possibility of subsidence was confirmed by using three-dimensional (3D) inversion performed with 2D resistivity profiles. For the study site 2, the cause of the subsidence and the possibility of subsidence occurrence were confirmed by rock engineering computation with regard to measurement line 7 in which low resistivity accompanied by subsidence area was observed.