• 해양환경안전학회지
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• 제25권3호
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• pp.328-333
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• 2019

During the winter of 2017/2018, significantly low water temperatures were detected around the western and southern coasts of Korea (WSCK). In this period, sea surface temperature (SST) in the Korea Waters was about $2^{\circ}C$ lower than mean temperature. Using the real-time observation system, we analyzed the temporal variation of SST during this period around the western and southern coasts. Low water temperature usually manifested over a period of about 10 ~ 20 days. The daily Arctic oscillation index was also similarly detectable with the variation of SST. From the cross-correlation function, we compared two periodic variations, which were SST around the WSCK and the Arctic oscillation index. The cross correlation coefficients between both variations were approximately 0.3 ~ 0.4. The time lag of the two time series was about 6 to 7 days. Therefore, significantly low water temperatures during winter in the Korean coastal areas usually became detectable 6 to 7 days after the negative peak of Arctic oscillation.

• 한국인터넷방송통신학회논문지
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• 제17권2호
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• pp.271-277
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• 2017

현대에 들어서면서 대기오염 물질이 심각하게 국민의 건강을 위협하는 단계에 이르렀기 때문에 이에 대한 예보의 중요성은 점점 높아지고 있다. 대기질을 예보하는데 있어서 예보 모델에 입력되는 초기장은 예보의 정확성에 영향을 미치는 요소이기 때문에 신뢰도 높은 초기장을 생성하는 것이 매우 중요하며, 이때 필요한 기법 중 하나가 자료동화이다. 자료동화는 대상 지역이 넓어지고, 관측소의 수가 증가될수록 더 많은 연산이 필요하기 때문에 그 수행시간이 길어진다. 때문에 예보 규모가 커질수록 기존의 순차처리 방식으로는 빠른 처리속도를 요구하는 현업에 적용하기 어렵다. 이에 본 논문에서는 자료동화 기법 중의 하나인 크레스만 방법을 CUDA를 이용하여 실시간으로 처리할 수 있는 방법을 제안하였다. 그 결과, 제안한 CUDA를 이용한 병렬처리 방법이 최소 35배 이상 속도가 향상되었다.

• 한국컴퓨터정보학회논문지
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• 제16권5호
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• pp.23-31
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• 2011

컴퓨팅 시스템의 부팅 시간 지연 문제는 시스템 소프트웨어 분야에서 중요한 이슈로 부각되어 왔다. 최근 임베디드 시스템 환경에서도 리눅스의 부팅 속도 개선에 많은 관심이 집중되고 있다. 본 연구에서는 임베디드 리눅스 시스템의 대안적인 부팅 방식으로써 하이버네이션을 기반으로 하는 부팅 방식에 주목한다. 본 논문은 다음의 두 가지 측면에서 그 의의를 찾을 수 있다. 첫째, 실제 모바일 전자기기에 널리 활용되는 ARM 임베디드 개발 보드에서 리눅스 버전 2.6.21에 하이버네이션 기반 부팅 방식을 구현한다. 둘째, 하이버네이션 기반 부팅 과정을 시간대 별로 관찰하고 부팅 속도 개선의 여지에 대해서 논의한다. 실제 구현을 통한 부팅 과정 분석 결과, 다양한 최적화 기법이 적용될 경우 하이버네이션 기반 부팅 방식은 전통적인 부팅 방식보다 최대 3.1배 정도 빠른 부팅을 제공할 수 있을 것으로 기대된다.

• 지적과 국토정보
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• 제47권2호
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• pp.145-157
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• 2017

현재 부산항대교 아래를 통과할 수 있는 선박의 높이는 60m 이하로 제한되어 있어, 60m 이상의 대형 선박은 부산항 국제여객터미널을 이용하지 못하고 있다. 이에 본 연구에서는 60m 이상의 대형 선박의 안전한 교량 통과를 위하여 해수면 변화에 의한 교량 높이 변화를 지속적으로 측정하고, 이를 실시간으로 제공하는 서비스를 개발하였다. 고정밀 레이저거리측정기, GPS 센서, 광모듈, 댐핑구조물로 구성된 계측시스템을 통하여 해수면 변화에 따른 교량 높이 변화를 측정하고, 측정된 정보는 클라우드 기반의 모바일 앱을 통하여 실시간 제공된다. 또한 통항 지원 및 높이제한 변경을 위한 객관적 교량 높이 자료를 확보하기 위하여 관측데이터를 분석하고 예측모형을 도출하였다. 결과적으로 이번 연구의 결과는 부산항대교의 통항높이 규칙을 60미터에서 63미터로 개정하는데 객관적인 근거자료가 되었다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제12권3호
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• pp.36-43
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• 2007

대수층시험에서 관측공 없이 단공으로 양수시험을 시행하는 경우 일반적으로 저류계수가 실제보다 크게 산정된다. 이를 보정하려면 유효우물반경을 계산하여 이를 가상의 관측정 거리로 입력하는 방법으로 시간-수위강하량 자료를 해석하여야 한다. 유효우물반경의 계산은 단계양수시험에 의하거나 또는 스킨계수 공식을 적용하여 실행할 수 있다. 그러나 이 두 가지 방법 모두 조사대상 대수층의 저류계수를 추정하여 대입하는 시행착오 방식으로서 현장 적용성은 다소 부족하다. 본고에서는 국내에서 시행된 다수의 양수시험 자료를 바탕으로, 단공시험 저류계수를 독립변수로 하는 유효우물반경 산정공식을 유도하였다. 본 연구에는 양수정과 관측정에서 동시에 수위강하를 측정한 136개소의 양수시험자료가 이용되었다. 먼저, 양수정 자료만으로 산출된 저류계수가 관측정 자료로 구해진 저류계수와 같은 값을 가질 수 있는 관측거리 즉, 유효우물반경을 구하였으며, 이 유효우물반경과 양수정에서 구한 저류계수의 상관관계를 바탕으로 단공시험에서 유효우물반경 산정에 사용할 수 있는 회귀공식을 얻을 수 있었다.

• 대한임베디드공학회논문지
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• 제13권1호
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• pp.17-24
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• 2018

Military camera equipment has a problem that observability is inferior due to various shaking factors. In this paper, we propose an image stabilization algorithm considering performance and execution time to solve this problem and implemented it in Zynq SoC. We stabilized both the simple shaking in the fixed observation position and the sudden shaking in the moving observation position. The feature of the input image is extracted by the Sobel edge algorithm, the subblock with the large edge data is selected, and the motion vector, which is the compensation reference, is calculated through template matching using the 3-step search algorithm of the region of interest. In addition, the proposed algorithm can distinguish the shaking caused by the simple shaking and the movement by using the Kalman filter, and the stabilized image can be obtained by minimizing the loss of image information. To demonstrate the effectiveness of the proposed algorithm, experiments on various images were performed. In comparison, PSNR is improved in the range of 2.6725~3.1629 (dB) and image loss is reduced from 41% to 15%. On the other hand, we implemented the hardware-software integrated design using HLS of Xilinx SDSoC tool and confirmed that it operates at 32 fps on the Zynq board, and realized SoC that operates with real-time processing.

• 한국태양에너지학회 논문집
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• 제32권2호
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• pp.64-73
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• 2012

The angle of solar panels is calculated using solar radiation model for the efficient solar power generation. In ideal state, the time of maximum solar radiation is represented from 12:08 to 12:40 during a year at Gangneung and it save rage time is12:23. The maximum solar radiation is 1012$W/m^2$ and 708$W/m^2$ inc lear sky and cloudy sky, respectively. Solar radiation is more sensitive to North-South (N-S) slope angle than East-West (E-W) azimuth angle. Daily solar radiation on optimum angle of solar panel is higher than that on horizontal surface except for 90 days during summer. In order to apply to the real atmosphere, the TMY (typical meteorological Year) data which obtained from the 22 solar sites operated by KMA(Korea Meteorological Administration) during 11 years(2000 to 2010) is used as the input data of solar radiation model. The distribution of calculated solar radiation is similar to the observation, except in Andong, where it is overestimated, and in Mokpo and Heuksando, where it is underestimated. Statistical analysis is performed on calculated and observed monthly solar radiation on horizontal surface, and the calculation is overestimated from the observation. Correlationis 0.95 and RMSE (Root Mean Square Error) is10.81 MJ. The result shows that optimum N-S slope angles of solar panel are about $2^{\circ}$ lower than station latitude, but E-W slope angles are lower than ${\pm}1^{\circ}$. There are three types of solar panels: horizontal, fixed with optimum slope angle, and panels with tracker system. The energy efficiencies are on average 20% higher on fixed solar panel and 60% higher on tracker solar panel than compared to the horizontal solar panel, respectively.

• International Journal of Advanced Culture Technology
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• 제10권1호
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• pp.180-186
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• 2022

This study is a pilot study to confirm the effectiveness of training after applying emergency simulation training for inactive nurses and to present a new model of simulation training operation method. In this study, the control group is a group that directly participates in the simulation activity, and the experimental group is the group that observes the control group's simulation activity. Experimental group and control group were matched 1:1 to experience all the roles of the resuscitation team. The study participants were 5 inactive nurses in the experimental group and 5 inactive nurses in the control group, and the total training time was 5 hours. The emergency simulation operation composition consists of theory education, skill education, and simulation. The interview was conducted. The educational satisfaction of the participants was 4.65 points for theory education and 4.70 points for practical education based on 5 points. Participants' performance confidence improved from 3.60 points before operation to 7.20 points after operation. Emergency simulation operation consisted of pre-test, theory education, skill education, simulation implementation, debriefing, and post-test. Participants expressed that the choice of group greatly reduced the burden and anxiety about performing the role of the resuscitation team. However, difficulties and inexperience in the operation of the defibrillator were reported in the experimental group. The control group reported that the simulation activity of the experimental group was not significantly different from theirs. Through the results of this study, it was confirmed that emergency simulation education not only reduced the burden and anxiety of inactive nurses, but also had an effect of education. Based on the research results, it is proposed to expand the participants and verify the effectiveness of education through specific variables such as learning commitment, learner confidence, simulation satisfaction, and team effectiveness.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2003년도 추계학술발표회 논문집
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• pp.97-101
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• 2003

Among GPS methods, first of all, we used RTK GPS to analyze the precision of monitoring and then on the basis of it, we developed a monitoring system using RTK GPS when we measured the behavior of main tower of a suspension bridge by using RTK GPS method and IMU, which was an inertia navigation system. Comparing a deviation between observation value using IMU and RTK GPS, X axis was 1mm, Y axis 1mm and Z axis 2.21mm. It turned out that it was possible to monitor and measure structures by using RTK GPS method. Besides, in order to manage the structures and prevent their disaster, the transformed monitoring, which used dynamic RTK GPS measurement method, was applied in real time. It was verified that it could be used as transformed monitoring measurement method for massive structures.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2004년도 춘계학술발표회논문집
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• pp.113-117
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• 2004

Such social structures as bridges, buildings, dams and towers have been transformed by their own load or fundamental ground. They have been behaved by other external causes. These regular or irregular behaviors threaten to do their users safety. Therefore, to monitor the load of the structures or reaction shown by them could help to verify their behaviors. RTK GPS allows the use of a static base station and remote rover unit to allow for data collection within several seconds and in real time. It is useful for monitoring the behaviors of massive structures like bridges. In this Study, Among GPS methods, we used RTK GPS to analyze the precision of monitoring and then on the basis of it, we developed a monitoring system using RTK GPS when measured the behavior of main tower of a suspension bridge by using RTK GPS. Comparing a deviation between observation values, X axis was 1mm, Y axis was 1mm and Z axis 2.2mm. It turned out that it was possible to monitor and measure structures by RTK GPS.