• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.3 no.2
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• pp.48-62
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• 1985

A method for the free network adjustment is proposed, based on the application of generalized inverse matrix (g-inverse). If the network adjustment is executed according to the solution with parameters, especially when all coordinates are considered as parameters to keep unity strength, the matrix of normal equation will be singular. This paper discusses the problem of singular matrix and the analysis of accuracy between conventional method and the free network adjustment of trilateration. In case of the adjustment, the RMS errors of adjusted X, Y coordinates are increased to 35.6% in a polygon, central-point figure, and 50.5% in a quadrilateral. In the elements of error ellipse, the RMS errors are decreased by $\pm$24.5% (a) and $\pm$5.0 % (b) in the polygon, $\pm$42.6% (a) and $\pm$49.2% (b) in the quadrilateral. Introduction of free network adjustment, therefore, could be applied to improvement of relative accuracy in the horizontal positioning.

• Journal of the Korean Association of Geographic Information Studies
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• v.8 no.4
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• pp.44-51
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• 2005

In this study, the method of extracting road centerline's coordinate and road facilities is presented using RC helicopter photogrammetry system. From the survey of extracted road centerline, the errors turned out to be -0.117m ~ 0.103m on the X-axis and -0.014m ~ 0.009m on the Y-axis when RC Helicopter photogrammetry system utilized. By application of this system, hereafter, not only management of road facilities but also construction of DB would be enable which need positioning and design of alignment on the access is not easy area such as traffic congestion or toparchy area.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.23 no.2
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• pp.137-145
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• 2005

In this paper, we investigate the accuracy of various sensor models developed for linear pushbroom satellite images. We define the accuracy of a sensor model in two aspects: the accuracy of bundle adjustments and the accuracy of estimating exterior orientation parameters. The first accuracy has been analyzed and reported frequently whereas the second accuracy has somewhat been neglected. We argue that the second accuracy is as important as the first one. The second accuracy describes a model's ability to predict satellite orbit and attitude, which has many direct and indirect applications. Analysis was carried out on the traditional collinearity-based sensor models and orbit-based sensor models. Collinearity-based models were originally developed for aerial photos and modified for linear pushbroom-type satellite images. Orbit-based models have been used within satellite communities for satellite control and orbit determination. Models were tested with two Kompsat-1 EOC scenes and GPS-driven control points. Test results showed that orbit-based models produced better estimation of exterior orientation parameters while maintained comparable accuracy on bundle adjustments.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.15 no.2
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• pp.253-261
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• 1997

In general, the transformation of coordinates in GPS is carried out by 3 dimensional transformation method with 3-10 parameter. In korea, the coordinates of transformation points ware determined are adjusted in-dependently by planimetry and the height, and also the weight of observations were not properly applied to the adjustment. In this study, two different transformation methods are tested and analysed by the field test, and it is finally found that 2 dimensional method is more efficient way than 3 dimensional classical transformation method.

• Proceedings of the Korea Multimedia Society Conference
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• 2003.05b
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• pp.641-645
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• 2003

본 논문은 일반적으로 차량의 번호판이 차종에 따라 녹색계통과 노란색계통 등 일정한 색상을 가지고 있다는 특징을 이용하여, 복합 칼라 좌표계의 성분을 결합한 차량 번호판 영역 추출에 대한 방법을 제안하였다. LUV와 HSI 및 YIQ 칼라 좌표계에서 번호판 영역을 검출하기 위해 사용한 색상은 U, H, Q영역이고 이진화 작업을 위한 임계치 조정의 효율성을 높이기 위해 각 영역의 평균 자기 값을 기준이 되는 값으로 보정하는 방법을 사용하였다. 처리과정의 효율성을 높이기 위해 번호판 후보 영역을 선정하여 번호판 크기의 마스크영역을 수직, 수평 라인으로 검색하여 추출하는 방법을 사용하였다. 실험 결과 H와 Q성분으로만 실험대상에 대하여 결합한 경우는 72.58％의 추출률을 보인 반면, 제안한 방법인 U와 H 및 Q성분의 결합에 의한 경우는 100％의 추출률을 보였다.

• Proceedings of the Korea Information Processing Society Conference
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• 2015.10a
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• pp.1424-1427
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• 2015

본 논문에서는 일반적인 동일 기종의 카메라를 사용한 스테레오 카메라 시스템이 아닌, 서로 다른 화각 및 해상도를 가진 이기종 카메라를 이용하여 스테레오 카메라를 설계한다. 본 논문에서 설계하는 스테레오 카메라는 카메라의 수평오차 및 화각, 해상도가 다르다. 따라서 해당 스테레오 카메라를 통해 송출되는 1:1 매칭 되지 않는 영상을 본 논문에서 제시한 코너점 좌표와 기하학변환 방법으로 교정하고 매칭되는 영역을 잘라내는 조정의 과정을 제안한다. 해당 교정 및 조정에는 컴퓨터 비전 라이브러리인 OpenCV를 이용하고 사용자에게 볼 수 있는 프로그램을 MFC를 이용하여 제작한다. 해당 시스템을 통해 교정 및 조정된 영상은 최소한의 픽셀 오차율을 보여 동일한 영역의 감시활동에 효과적임을 보여준다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.27 no.3
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• pp.303-310
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• 2009

We processed seven years data of 142 IGS(International GNSS Service) stations were processed, which have been selected with an optimal network algorithm, to realize terrestrial reference system. To verify the result, a comparison with the ITRF2005 was given both in positions and velocities with transformation parameters estimation. The transformation parameters are within 4.3 mm in length, while the RMS(root mean square) difference of positions and velocities are 6.7 mm and 1.3 mm/yr in horizontal and 13.3 mm and 2.4 mm/yr in vertical, respectively, which represent good coincidences with ITRF2005. This research would help developing our own geodetic reference frame and may be applied for the global earth observations such as the global tectonics. A further improved TRF would be expected by applying various data processing strategies and with extension of data in number and observation period.

• The Bulletin of The Korean Astronomical Society
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• v.34 no.1
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• pp.108.1-108.1
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• 2009

• Bulletin of the Korean Space Science Society
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• 2009.04a
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• pp.52.2-52.2
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• 2009

• Journal of the Korean Geophysical Society
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• v.6 no.1
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• pp.1-11
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• 2003

There are numerous adjustment techniques that deal with the adjustment of geodetic networks but the least squares adjustment is the most common one. During the network adjustment procedure two techniques can be used, the free network adjustment technique and the constrained network adjustment technique. In order to determine the optimum technique for adjusting the geodetic networks, which used for the geodynamical purposes, data from two different geodetic networks "Sinai geodetic network, Egypt, and HGN network, South Korea" had been examined. The used networks had a different configuration and located in different areas with different seismic activity. The results show that both techniques have a high accuracy and no remarkable differences in terms of RMS. On the contrary, the resulted coordinates shows that the constrained network adjustment technique not only cause a remarkable distortion in the station final coordinates but also if the fixed points that define the datum parameters are changed different solutions for the coordinates will be determined. This distortion affect not only in the determination of point displacement but also in the estimation of the deformation parameters, which play a significant role in the geodynamical interpretation of results. Comparing the results which obtained from both techniques with the widely known geodynamical models of the area reviles that the free network adjustment technique results are clearly match with these models, while those obtained from the constrained technique didn’t match at all. By considering the results it seams to be that the free network adjustment technique is the optimum technique, which can be used for the geodetic network adjustment.