• 한국측량학회:학술대회논문집
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• 한국측량학회 2003년도 추계학술발표회 논문집
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• pp.423-431
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• 2003

This study presents on generation coefficients of the RFM using GEO-level stereo images of the IKONOS satellite. 3-D positioning and DEM generation of this model on the test field. In result, the maximum error of image coordinates acquired by the upward transform of the RFM did nat exceed 8 pixels. DEM was generated with kriging interpolation extracted three dimensional ground coordinate to rational quadratic function form, me compared it to reference digital elevation model made from 1:5,000 digital map and 1:1,000 digital map, and so, could generate digital elevation model in the accuracy as average RMSE of elevation was ${\pm}$ 3∼5 m in RFM.

• 전자공학회논문지B
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• 제30B권9호
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• pp.64-75
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• 1993

This paper proposes a recovering technique of the elevation map by stereo modeling of the aerial image sequence which is transformed based on the aircraft situation. The area-based stereo matching method is simulated and the various parameters are experimentally chosen. In a depth extraction step, the depth is determined by solving the vector equation. The equation is suitable for stereo modeling of aerial images which do not satisfy the epipolar constraint. Also, the performance of the conventional feature-based matching scheme is compared. Finally, techniques analyzing the accuracy of the recovered elevation map (REM) are described. The analysis includes the error estimation for both height and contour lines, where the accuracy is based on the measurements of deviations from the estimates obtained manually. The experimental results show the efficiency of the proposed technique.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1991년도 하계학술대회 논문집
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• pp.829-832
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• 1991

Attitude and position parameter of satellite is needed in producing digital elevation model. This paper propose a method which determines the order of polynomial and initial values of satellite exteria parameters using header file of computer compatible tape. Experiments on a SPOT level 1A full science show that planimetric error is 11m and the altimetric error is about 18.3m.

• 한국태양에너지학회 논문집
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• 제29권2호
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• pp.39-46
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• 2009

Heliostat, as a mirror system tracking the sun's movement, is the most important subsystem determining the efficiency of solar thermal power plant. Thus the accurate sun tracking performance under the various hazardous operating condition, is required. This study presents a methodology of development of the solar ray tracing technique and the application of it in the analysis of sun tracking error due to the heliostat geometrical errors. The geometrical errors considered here are the azimuth axis tilting error and the elevation axis tilting error. We first analyze the geometry of solar ray reflected from the heliostat. Then the point on the receiver, where the solar ray reflected from the heliostat is landed, is computed and compared with the original intended point, which represents the sun tracking error. The result obtained shows that the effect of geometrical error on the sun tracking performance is varying with time(season) and the heliostat location. It also shows that the heliostat located near the solar tower has larger sun tracking error than that of the heliostat located farther.

• 대기
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• 제22권2호
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• pp.233-243
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• 2012

The Barnes scheme is used in Digital Forecast System (DFS) of the Korea Meteorological Administration (KMA) for real-time analysis. This scheme is an objective analysis scheme with a distance-dependent weighted average. It has been widely used for mesoscale analyses in limited geographic areas. The isotropic Gaussian weight function with a constant effective radius might not be suitable for certain conditions. In particular, the analysis error can be increased for stations located near mountains. The terrain of South Korea is covered with mountains and wide plains that are between successive mountain ranges. Thus, it is needed to consider the terrain effect with the information of elevations for each station. In order to improve the accuracy of the temperature objective analysis, we modified the weight function which is dependent on a distance and elevation in the Barnes scheme. We compared the results from the Barnes scheme used in the DFS (referred to CTL) with the new scheme (referred to EXP) during a year of 2009 in this study. The analysis error of the temperature field was verified by the root-mean-square-error (RMSE), mean error (ME), and Priestley skill score (PSS) at the DFS observation stations which is not used in objective analysis. The verification result shows that the RMSE and ME values are 1.68 and -0.41 in CTL and 1.42 and -0.16 in EXP, respectively. In aspect of spatial verification, we found that the RSME and ME values of EXP decreased in the vicinity of Jirisan (Mt. Jiri) and Taebaek Mountains. This indicates that the new scheme performed better in temperature verification during the year 2009 than the previous scheme.

• 한국전문물리치료학회지
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• 제12권1호
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• pp.22-27
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• 2005

The purpose of this study was to investigate the effects of visual information and different elevations of medially wedged insoles on the proprioceptive sense of the knee joint. The subjects of this study were 16 able-bodied men who were not athletic. An electrogoniometer was used to determine the error value between calculated 50% of full flexion (target position) and performed 50% of full flexion in a standing position with the upper extremities crossed. Tests were randomly performed in $2{\times}4$ conditions. Visual variations included open eyes vs. closed eyes, while the elevation was adjusted through the use (or lack thereof) of medially wedged insoles of 10 mm, 14 mm, and 18 mm. The average error value in each condition was statistically analyzed. The findings of this study revealed as follows: 1) The average error value was significantly higher with the subjects' eyes open than with their eyes closed (p<.05). 2) The averaged error value was also significantly higher when the subjects were elevated 18 mm than with no elevation at all (p<.05). The findings of this study should be considered in lower extremity rehabilitation programs when medially wedged insoles used.

• 한국측량학회지
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• 제37권6호
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• pp.525-533
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• 2019

무인항공사진측량을 이용한 지도제작의 지형·지물 묘사 방법에는 벡터화와 수치도화 방법이 있다. 벡터화 방법은 정사영상에서 평면위치를 추출하고, 수치표면모델(DSM: Digital Surface Model) 혹은 수치표고모델(DEM: Digital Elevation Model)에서 높이 값을 취득하고 있다. 그러나 지금까지 벡터화 성과의 정확도는 대부분 검사점만을 이용하여 분석하고 있어 지상시설물과 건물 등 3차원 지물의 위치정확도 판단이 어렵다. 이에 본 연구에서는 검사점 뿐만 아니라 지형·지물의 Layer별 모서리에 대한 정확도를 분석하여 벡터화를 이용한 3차원 공간정보취득 및 수치지도제작 가능성을 판단하고자 하였다. 촬영은 DJI사 Phantom 4 pro로 비행고도 90m에서 GSD (Ground Sample Distance) 3.6cm의 영상을 취득하였다. 연구 결과, 벡터화에 의한 묘사의 정확도는 현장측량 성과와 비교하여 검사점의 잔차를 분석한 결과 평면 RMSE (Root Mean Square Error)가 0.045m로 나타나 정사영상을 이용한 1/1,000 축척의 수치지형(평면)현황도 제작이 가능할 것으로 판단된다. 반면 전주, 옹벽 및 건물 등 Layer별 모서리 좌표를 기준자료와 비교하여 3차원 정확도를 분석한 결과 RMSE가 평면 0.068~0.162m, 표고 0.090~1.840m로 나타났다. 따라서 벡터화로 취득한 3차원 성과의 표고위치에서 오차가 크게 발생하여 벡터화를 이용한 3차원 공간정보 취득 및 1/1,000 수치지도제작이 어려운 것으로 판단된다.

• 한국컴퓨터정보학회논문지
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• 제16권8호
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• pp.129-135
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• 2011

본 논문에서는 다중 빔 형성기법을 이용하여 다중 목표물들의 고각을 추정하는 방법을 제안한다. 이 방법은 배열 소자로 수신되는 신호들을 디지털로 처리해 수신 빔을 스택 빔으로 만들고, 빔 형성기에서는 안테나 소자에 가중치를 적용함으로서 원하는 수신 빔을 생성 할 수 있다. 이때 스택 빔을 구현하기 위해서는 여러 개의 값비싼 위상천이기 필요하지만, 현재는 컴퓨터의 성능이 많이 향상되어 위상변위기 대신에 고속 푸리에 변환을 이용하여 다중스택 빔을 형성한다. 또한 수신기에서 원하는 방향으로 빔을 조향하기 위해서 빔 조향 오차 보정 기법을 적용하여 다중 빔의 지향성을 향상 시킨다. 본 논문에서는 시뮬레이션을 통하여 고속 후리어 변환과 빔 조향오차 보정 기법에 근거를 둔 제안된 고각 추정방법이 기존의 방법에 비해 목표물 추정 면에서 우수함을 보인다.

• Korean Journal of Geomatics
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• 제2권1호
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• pp.47-55
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• 2002

Remote sensing is the science and art of obtaining information about an object, area or phenomenon through the analysis of data acquired by a device that is not in contact with the object, area, or phenomenon under investigation./sup 1)/ EOC (Electro -Optical Camera) sensor loaded on the KOMPSAT-1 (Korea Multi- Purpose Satellite-1) performs the earth remote sensing operation. EOC can get high-resolution images of ground distance 6.6m during photographing; it is possible to get a tilt image by tilting satellite body up to 45 degrees at maximum. Accordingly, the device developed in this study enables to obtain images by photographing one pair of tilt image for the same point from two different planes. KOMPSAT-1 aims to obtain a Korean map with a scale of 1:25,000 with high resolution. The KOMPSAT-1 developed automated feature extraction system based on stereo satellite image. It overcomes the limitations of sensor and difficulties associated with preprocessing quite effectively. In case of using 6, 7 and 9 ground control points, which are evenly spread in image, with 95% of reliability for horizontal and vertical position, 3-dimensional positioning was available with accuracy of 6.0752m and 9.8274m. Therefore, less than l0m of design accuracy in KOMPSAT-1 was achieved. Also the ground position error of ortho-image, with reliability of 95%, is 17.568m. And elevation error showing 36.82m was enhanced. The reason why elevation accuracy was not good compared with the positioning accuracy used stereo image was analyzed as a problem of image matching system. Ortho-image system is advantageous if accurate altitude and production of digital elevation model are desired. The Korean map drawn on a scale of 1: 25,000 by using the new technique of KOMPSAT-1 EOC image adopted in the present study produces accurate result compared to existing mapping techniques involving high costs with less efficiency.

• 한국해안해양공학회지
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• 제16권3호
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• pp.152-161
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• 2004

우리나라 연안 조위자료의 확률밀도함수 형태로 쌍봉형 정규분포 함수 형태를 제안하였다. 빈도분포 해석은 국립해양조사원에서 제공하는 인천, 군산, 목포, 제주, 여수, 마산, 가덕도, 부산, 포항, 속초 검조소의 1시간 간격 조위자료를 사용하였다. RMS 오차 및 결정계수($R^2$) 값을 비교ㆍ분석한 결과, 조위자료의 확률밀도함수로 본 연구에서 제안한 쌍봉형 함수가 기존에 사용하던 정규분포형 함수보다 더 적합한 함수로 파악되었다. 본 연구에서 제안된 함수의 매개변수는 Newton 방법을 수정한 Levenberg-Marquardt 방법으로 추정하였으며, 추정된 매개변수는 분석지점 검조소 자료의 비조화 상수와 밀접한 관계가 있는 것으로 파악되었다.