• Proceedings of the Korean Society of Broadcast Engineers Conference
• /
• 2011.07a
• /
• pp.157-159
• /
• 2011

현재는 국토해양부의 "도로터널 방재시설 설치 지침"에 따라 1종 도로 터널 내 아날로그 AM/FM 라디오 재난방송시스템이 설치되어 운영 중이나 T-DMB의 경우 관련 시스템이 개발이 되어 있지 않았다. T-DMB는 개인용, 휴대용, 이동형의 디지털방송매체로서의 특징을 가지고 있으며 최근들어 수신기 보급 증가로 새로운 재난방송 매체로 부상하고 있는 현실을 감안하면 터널 및 지하공간에서 T-DMB 방송망과 수신기를 활용한 국지적 재난방송 기술 개발은 매우 필요하다. 이에 본 논문은 기존 T-DMB 방송서비스 권역 내에서 터널 및 지하공간 등 T-DMB 수신환경이 열악한 지역에서 평상시에는 T-DMB 방송을 중계하여 수신환경을 개선하고 재난발생 시에는 기존 T-DMB 단말기로 수신 가능하며 각 재난상황에 맞는 맞춤형 재난경보방송을 송신하는 T-DMB 재난방송시스템 및 관련기술을 소개한다.

• Korean Journal of Environment and Ecology
• /
• v.13 no.3
• /
• pp.288-294
• /
• 1999

경상북도 안동 사문암지역 및 부근의 화강암지역에 분포하는 암석, 토양 및 식물체에 함유되어 있는 원소의 농도를 조사한 결과는 다음과 같다. 본 조사지역에분포하는 사문암에 함유되어 있는 주요 전이원소 함량(Ni 1.164ppm. Cr 366ppm. Co 109ppm. Fe 7.48%) 및 다른 대부분의 전이원소(Sc, Mn, Cu)도 화강암보다 높았으며 우리나라 efms 지역의 사문암에 함유되어 있는 농도와 비교하여 볼 때 매우 유사한 경향을 보이고 있다. 사문아토양의 경우 암석풍화토양 및 산림토양 모두 화강암토양에 비해 Ni, Co, Cr, Fe, Sc, Mn, Cu, Mg, Zn 농도가 높았으며 Pb는 반대의 경향을 나타내었다. 토양내 원소 함량은 이들의 모암에 함유되어 있는 원소 함량의 변화와 일치하고 있으며 같은 모암인 경우 산림식생의 영향에 따라 면 원소들의 차이가 다소 나타났다. 식물체 내 원소의 농도는 토양의 농도에 비해 모두 낮았다. 참억새, 쑥, 소나무에 함유되어 있는 원소별 평균 농도는 모두 동일종간 대부분의 전이원소(Ni, Co, Cr, Fe) 및 As 농도가 화강암토양에 비해 사문암토양에서 더높았다 사문암토양에서 생육하는 식물체 3종 모두 대부분의 원소(Ni, Co, Cr. As, Sc, Fe) 함랴이 지하부에서 더 높았으며 Zn과 Mo는 지상부와 지하부의 농도 차이가 크게 나타나지 않았다 화강암토양에서 생육하는 식물체의 경우 원소별 지상부 및 지하부의 농도차이는 사문암토양에 비해 크지 않았다.

• Korean Journal of Ichthyology
• /
• v.24 no.4
• /
• pp.306-310
• /
• 2012

A hypogean gobiid, Luciogobius pallidus was described as the first record from Korea and also as the westernmost record of the species from the world, based on four specimens (31.2~53.6 mm SL) collected from Jeju Island, Korea. The species is characterized by having yellowish orange body color with I, 10~11 second dorsal fin rays, I, 10~12 anal fin rays, 13~15 pectoral fin rays, and 36 vertebrae as well as small embedded eyes beneath the skin. A new Korean name, "Juhong-mi-ggeun-mang-dug" was proposed for the species.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.2 no.2
• /
• pp.41-49
• /
• 2000

Rock Mass Rating has been widely applied to the underground tunnel excavation and many other practical problems in rock engineering. However, Rock Mass Rating is hard, even by the experts of tunnel assessment owing to lack of investigation system. In this study, using multivariate analysis we presented rock mass rating system that is objective and easy to use. The constituents of RMR are decided to RQD, condition of discontinuities, groundwater conditions, intact rock strength, orientation of discontinuities, spacing of discontinuities in important order. In each step, we proposed the best multiple regression model for RMR system.

• Journal of the Society of Disaster Information
• /
• v.7 no.2
• /
• pp.96-109
• /
• 2011

In this study, risk categorized five safety management elements(equipment and structure, evacuation, lifesaving and fire extinguishing, performance based fire safety plan, operations management) were classified in order to establish safety system of underground space. Using classified safety management elements, assessment of fire hazard was performed. After calculating the grade of evaluation categories, assessment of fire hazard was suggested. The three grades of evaluation categories are classified as to importance and four criteria of evaluation are classified as to check result based on subdivisions.

• The Journal of Engineering Geology
• /
• v.5 no.2
• /
• pp.155-165
• /
• 1995

Fluid flow studies of fractured rocks require three-dimensional modeling of the fracture system. The stochastic discrete fracture models constructed by Monte Carlo simulation technique were applied to the analysis of groundwater flow and mass transport in fractured rock for the assessment of tightness criteria of underground LPG storage cavern. The parameters that most affect the conceptual discrete fracture modeling proved either fracture orientation or size and on the fract'lre flow interpretation proved conductive fracture intensity. The fracture transmissivity played important role in solute transport in fractured rock simulated by particle tracking approach. It was partly recognized that the calibrated stochastic discrete fracture model can be used for the tightness criteria of underground LPG storage cavern.

• Tunnel and Underground Space
• /
• v.21 no.5
• /
• pp.359-369
• /
• 2011

In this study, physical, mechanical, and thermal properties of rock samples were investigated to estimate the Excavation Damaged Zone (EDZ) developed during the construction of the KAERI Underground Research Tunnel. The average porosity in the EDZ was increased by about 140%. The average wave velocity, Young's modulus, and uniaxial compressive strength in the EDZ were decreased by about 11, 37, and 16%, respectively. And the thermal conductivity in the EDZ was decreased by about 20%. From the laboratory tests, the EDZ size could be estimated to be around 1.1-2.4 m.

• The Journal of Engineering Geology
• /
• v.18 no.2
• /
• pp.167-176
• /
• 2008

The variation characteristics of groundwater level with distance from shoreline at Jeju Island was investigated using groundwater level data monitored from 257 wells for dry season (December 1998) and wet season (July 1997), respectively. Groundwater levels of the dry season were $7.46{\sim}203.8\;m$ with an average of 60.49 m, while those of the wet season were $4.01{\sim}204.10\;m$ with an average of 57.66 m. Groundwater level of the dry season was higher than that of the wet season, which was caused by heavy rains between June and October, 1998 at the Jeju Island. Correlation coefficients between altitude and groundwater level for dry and wet seasons were above 0.86, and those between dry season and wet season groundwater levels were very high above 0.95. 257 groundwater level data were classified at an interval of 500 m. Average values for altitude, groundwater levels and distance from shoreline were calculated for 17 intervals. Altitude and groundwater level fur dry and wet seasons at $0{\sim}4\;km$ intervals were increased with distance from shoreline, but those at $4{\sim}9\;km$ intervals were irregularity. Linear functions of the groundwater level for dry and wet seasons as distance from shoreline were estimated, and the coefficient of determinant at $0{\sim}4\;km$ interval data was higher than it at $0{\sim}9\;km$ interval data. Increasing rate of groundwater level at $0{\sim}4\;km$ intervals was more 2 times than it at $0{\sim}9\;km$ intervals. This results are caused by linear increase of groundwater level to 4 km from shoreline and by irregularity of groundwater level at the $4{\sim}9\;km$ intervals.

• Geophysics and Geophysical Exploration
• /
• v.26 no.4
• /
• pp.171-184
• /
• 2023

Machine learning (ML)-based cavity detection using a large amount of survey data obtained from vehicle-mounted ground penetrating radar (GPR) has been actively studied to identify underground cavities. However, only simple image processing techniques have been used for preprocessing the ML input, and many conventional seismic and GPR data processing techniques, which have been used for decades, have not been fully exploited. In this study, based on the idea that a cavity can be identified using diffraction, we applied ML-based diffraction separation to GPR data to increase the accuracy of cavity detection using the YOLO v5 model. The original ML-based seismic diffraction separation technique was modified, and the separated diffraction image was used as the input to train the cavity detection model. The performance of the proposed method was verified using public GPR data released by the Seoul Metropolitan Government. Underground cavities and objects were more accurately detected using separated diffraction images. In the future, the proposed method can be useful in various fields in which GPR surveys are used.

• Journal of Korea Water Resources Association
• /
• v.56 no.10
• /
• pp.667-678
• /
• 2023

In this study, quasi-3D inundation flow simulations were conducted for a simplified subway station configuration. The effects of variations in rainwater inflow locations and discharge were investigated, analyzing the resulting inundation flow patterns and flood risk. The inundation simulation results calculated the incipient velocities for slipping and toppling accidents to assess pedestrian safety. The results indicated that velocities exceeding the incipient velocity for slipping accidents mainly occurred on the flooded staircase. Meanwhile, velocities surpassing the incipient toppling accidents were observed around the staircase and the corridor near the staircase leading to B2F. This observation is consistent with the results from the specific force distribution analysis. To provide detailed flood risk assessments, the Flood Hazard Degree (FD) was applied with four levels of criteria, along with the Flood Intensity Factor (FIF). The results demonstrated that FD identified a broader area at risk of flood-induced consequences compared to FIF. When comparing the different inundation risk assessment methods, the specific force method tended to overestimate the risk area, whereas FIF tended to underestimate it. Furthermore, among all assessment methods, the influence of rainwater discharge was found to have a more dominant effect on flood risk assessment compared to the number of rainwater inflow locations. Additionally, the direction of inundation flow influenced the assessed risk, with collision-induced flow patterns leading to higher flood risk than those with identical flow directions.