• Journal of the Korean Institute of Electrical and Electronic Material Engineers
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• v.20 no.6
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• pp.550-554
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• 2007

Large and single-grain Y-Ba-Cu-O(YBCO) bulk superconductors have been fabricated by using a seeded infiltration and growth method. $Y_2BaCuO_5$(Y211) precursor pellets and $YBa_2Cu_3O_x$(Y123) liquid source pellets were prepared using commercial powder and were processed by infiltration and growth method to achieve low pore and high trapped field property. The superconductor properties of the single crystal are measured and analyzed in relation with the density and size of the Y211 particle in the Y123 matrix. An optimum processing condition is suggested based on the analyzed results.

• Proceedings of the Korean Information Science Society Conference
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• 2007.06b
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• pp.422-426
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• 2007

오늘날에 있어서는 e-Science는 점차 현실 생활에 침투되고 있는 추세를 보이며 많은 기기들의 발전과 더불어 온라인 원격 제어, 무선통신 등이 보다 쉽게, 많은 영역에서 지원되고 있다. 과학영역에서의 원격 실험은 세계적인 이슈로 부상되면서 여기에 관련된 각종의 구상과 기술들이 차츰 구축되어 나가고 있는 현실이다. 본 논문은 이런 시각에서 출발하여 원격 실험의 중요한 부분인 다중상대 원격 모니터링 시스템의 구현에 포커스를 두고 있다. TMO 기반의 실시간 다중상대 원격 모니터링 시스템은 지역적으로 떨어져있는 여러 개의 관찰 대상을 실시간 미들웨어를 사용하여 보다 정확하게, 다각도, 고화질로 보여주는데 목표를 두고 있으며 보안적인 차원에서 환경과 접목을 할 예정이다. 본 논문에서는 로컬에 있는 카메라와 네트워크로 연결되어 있는 데이터 수집자(Data Collector)의 구현을 바탕으로 기술 되어 있다. 데이터 수집자는 카메라/센서에서 발생되는 RAW 데이터를 직접 받아서 동기화 해주고 실시간으로 보여주는 기능을 하며 특정된 파일 포맷으로 데이터를 저장해주는 역할을 한다.

• Korean Journal of Agricultural Science
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• v.8 no.2
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• pp.179-184
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• 1981

This paper has been prepared to compare the safety factor of Fellenius method and Bishop method which are most frequantly utilized for stability analysis of dam and natural slope. The results are as follows. 1. Safety factor obtained by Bishop method shows 11-29% higher in steady seepage state and 46-57% higher in no seepage flow than the one by Fellenius. 2. The ratio of safety factor between no seepage flow and seepage flow ($F_1-F_2/F_2$) increases as the slope becomes flatter. 3. The ratio of safety factor between Bishop method and Fellenius ($F_B-F_F/F_F$) decreases as the slope becomes flatter.

• Journal of Ocean Engineering and Technology
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• v.31 no.1
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• pp.47-59
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• 2017

This study conducted numerical simulations using LES-WASS-3D ver. 2.0 to analyze the seawater intrusion characteristics of the incident waves in a coastal aquifer. LES-WASS-3D directly analyzed the nonlinear interaction between the seawater and freshwater in a coastal aquifer, as well as the wave-current interaction in the coastal area. First, the LES-WASS-3D results were compared with the existing experimental results for the mean water level under wave action in the coastal aquifer and seawater penetration into the coastal aquifer. The mean water level, shape and position of the seawater-freshwater interface, and intrusion distance were well implemented in the results. This confirmed the validity and effectiveness of LES-WASS-3D. The overall seawater penetration distance increases in the coastal aquifer as a result of wave set-up and run-up in the swash zone caused by continuous wave actions, and it increases with the wave height and period. Furthermore, a numerical verification was performed by comparing the suggested existing structure and newly suggested curtain wall as a measure against seawater penetration. An existing underground dam showed a better effect with increased height. Additionally, the suggested curtain wall had a better effect when the embedded depth was increased.

• Journal of the Korea Organic Resources Recycling Association
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• v.25 no.2
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• pp.33-40
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• 2017

In Korea, it is required to install the final cover layer immediately after the end of use of the waste landfill, and to conduct aftercare for 30 years. However, the installation of the final cover layer minimizing the penetration of the rainfall will delay the decomposition of the buried organic wastes and reduce the amount of pollutants released into the leachate. Therefore, at the end of the aftercare period, pollutants might be discharged and cause the pollution of the surrounding environment. In this study, using lab-scale lysimeters, the amount of pollutants discharged into the leachate was observed. At the initial stage, same artificial rainfall was injected, and after 7 months later, different reduced artificial rainfall was injected for 8.4 months assuming as the final soil layer was installed. From the results, it was advantageous in terms of environmental management after the end of the aftercare period to install a temporary cover layer that permits the infiltration of rainfall to some extent rather than to install the final cover layer immediately after the end of use of the waste landfill.

• Journal of Korea Water Resources Association
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• v.48 no.10
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• pp.869-877
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• 2015

Freshwater may be injected into aquifers to combat sea water intrusion in groundwater or to store water for later retrieval. For these cases to achieve the desired goal groundwater modeling is commonly used to determine locations and rates of injection wells. When these wells are connected to a pipe network, a flow control valve is installed for each well to regulate the injection rate. When a valve opening is modified, pressure changes in the entire pipe network and thereby changes flow rates in other wells. Therefore, desired valve openings must be determined for all injection wells. The pipe flow analysis allows estimation of the minimum pump power in addition to valve openings. Methods are developed to identify valve openings for multiple wells and the minimum pump power. The methodology developed in this work can contribute to precise operation of multiple injection wells.

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.414-414
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• 2019

농업으로부터의 비점오염은 지표수와 지하수 모두의 수질에 영향을 미친다. 특히, 비료, 퇴비, 농약 등의 인공적 질소가 살포된 토양은 강우시 화학 침출로 인한 수질오염이 발생되고 있다. 강우시 강우유출수와 함께 지표 수역으로 흘러들어오는 영양물질(질소, 인)은 저수지로 유입되어 침수시 작물이 죽게 되어 저수지의 부영양화 등의 수질 오염문제를 야기시킨다. 국내에서는 홍수조절용지에서의 영농활동의 전면 금지하고 있는 실정이지만, 불법적으로 경작활동이 진행되고 있다. 따라서, 본 연구에서는 다목적댐 홍수조절지 내 경작지 토양 및 양분 특성 평가를 수행하였다. 홍수조절지 내 경작지 토양 특성 및 양분 조사를 위하여 경작이 집중적으로 이루어지고 있는 대청호 지역을 모니터링 지점으로 선정하였다. 모니터링은 경작지 내 토양 시료 및 주변 토양을 채취하여 분석을 수행하였다. 채취한 토양은 토양표준분석법(농촌진흥청, 2012) 및 농업토양분석방법(국립산림과학원, 2014) 기준을 바탕으로 물리 화학적 분석을 수행하였다. 모니터링은 2018년 5월부터 수행되었으며 현재까지 월 1회씩 모니터링을 진행하고 있다. 연구 결과, 밭 경작지 토양은 논에 비해 실트질 함량이 절반으로 침투성이 높은 토양으로 분석되었으며, 영양염류의 침투를 통한 이동 가능(기저유출)이 높게 나타나는 것으로 조사되었다. 이는 중간유출 및 기저유출 저감방안 도입이 필요한 것으로 평가되었다. 작물별 토양 양분분석 결과 고추, 마늘, 담배 경작지에서 화학비료사용량이 타 작물에 비해 높은 것을 분석되었으며, 경작지에 화학비료 및 퇴비의 과다 사용으로 염류농도가 증가할 경우 전기전도도가 높아지며 토양의 삼투압을 증가시켜 물의 흡수와 각종 양분 흡수를 방해하는 것으로 평가되었다. 인의 존재 형태별 비교시 대부분의 경작지에서 높은 값을 보였으며, 특히 경작지 토양의 Residual-P의 농도가 원지반 보다 2~5배 정도 높게 나타났다. 이러한 원인은 퇴비의 사용으로 인한 Residual-P의 누적으로 평가되며, 환경변화에 따라 수층으로 인의 용출이 쉽게 발생하므로 향후 수질에 미치는 영향이 더 클 것으로 사료된다.

• Journal of the Korean Society of Marine Environment & Safety
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• v.20 no.6
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• pp.730-737
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• 2014

In this study, chloride content of marine concrete bridge at the south coast in 5~34years was calculated based on the measured data and the validity of the proposed value was evaluated. Also, correlation of existence of salt injury prevention coating, chloride content, carbonation depth and the compressive strength of marine concrete bridges were derived and relationship of the four was evaluated. According to the research results, surface chloride content value in the tidal zone proposed form KCI 2009 and value in the splash zone and atmospheric zone proposed form Cheong et al.(2005) was the most valid. Also, salt injury prevention coating of marine concrete bridges had the outstanding effect of preventing chloride content penetration, carbonation depth and reduction in the compressive strength. Compressive strength of concrete was reduced by the increase of carbonation depth and chloride content.

• Journal of the Korean Geotechnical Society
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• v.37 no.4
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• pp.5-17
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• 2021

In this paper, three-dimensional analysis of the curved levee was performed according to curvature angle, and radius of curvature to investigate the property of seepage. The hydraulic gradients in the curved parts of levees decreased in the outer levee and increased in the inner levee, compared to the two-dimensional analysis. The smaller the curvature angle and the radius of curvature, the larger the change of the hydraulic gradient, compared to the two-dimensional analysis. The effect of curvature radius on the hydraulic gradient was greater than the curvature angle. As a result of evaluating the piping safety factor for the critical hydraulic gradient, the safety factor was increased by 2~5% in the outer levee and decreased by 4~12% in the inner levee, compared to the two-dimensional analysis. Considering this reduction, if the two-dimensional analysis is performed on the curved part of the levee, and if designed the safety factor for piping is 0.1~0.3 greater than allowable FS=2.0, the safety factor of the curved part is slightly reduced, but there is no difficulty in securing stability.

• KIPS Transactions on Computer and Communication Systems
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• v.11 no.2
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• pp.59-66
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• 2022

The Joint Coastal Guard System is composed of a maritime surveillance system and a anti-coastal infiltration system, and is a system in which the Navy is mainly responsible for the maritime and the Army is responsible for the coast. We analyzed the operations effectiveness of the joint coastal guard system, in which various weapon systems of the army and navy are operated in a complex way, to the extent to which successful operation is possible against small targets. The operations effectiveness analysis was conducted by defining the operations effectiveness by operation type, configuring the simulation environment using METT-T elements, establishing the assumptions of the simulation scenario, conducting the simulation and analyzing the simulation results by weather condition. The simulation tools used were NORAM and EADSIM. As a result of the operations effectiveness analysis, the joint coastal guard system currently in operation showed a significant difference in operational success depending on the size of the target and weather conditions. This research can be used as useful data for establishing an effective joint coastal guard system and conducting systematic guard operations.