• Journal of Cadastre & Land InformatiX
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• v.45 no.2
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• pp.45-56
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• 2015

The main purpose of this investigation is to make up for the limitations of parcel addressing and to seek the application plan of cadastral triangulation point to effective installation of national index numbers. The test-bed has been constructed at the mountainous area located in Nowon-gu, seven cadastral triangulation points within the test-bed was directly applied to this investigation. Each points have been firstly converted from a plane rectangular coordinates to a single plane rectangular coordinates (UTM-K). To verify positioning results achieved from these points, a single plane rectangular coordinates through the Network-RTK was considered. With regards to verification result, maximum coordinate shift was revealed by 6 cm, this level of difference can be satisfied to Article 7, paragraph 2 "the regulation for National Index Number". This means that coordinate transformation applied with cadastral triangulation points can achieve the sastisfied result without local surveying. And also, remarkable effects have been created in terms of financial effectiveness and safe preservation of cadastral triangulation points due to the omission of local surveying.

• Proceedings of the Korean Information Science Society Conference
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• 2001.10b
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• pp.502-504
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• 2001

본 논문에서는 영상기반 모델링에서 3차원의 기하학적 제약을 이용한 모델링을 다루고 있다. 기존에 이러한 연구가 많이 진행되어져 왔으나, 여기에서는 새로운 방법에 의한 모델링을 시도하였다. 이러한 접근방법은 이해하기가 쉽고, 편리하며, 간단한 모델링에 적용이 용이하다. 또한, 영상평면 정보와 3차원의 정보를 가지고 있기 때문에 기존의 3차원 복원 이론과 혼합하여 적용할 수 있다. 영상기반 모델링(IBM, Image Based Modeling)의 핵심은 2차원 영상에서 사라진 깊이 정보를 어떻게 찾는가에 있다. 기존에는 3차원 복원을 위하여 투영된 영상평면의 점을 이용하거나, 이미지 상에서의 소실점을 찾거나, 2차원의 벡터와 3차원의 공간 좌표의 특정한 평면에 놓여있는 벡터와의 관계를 이용하여 깊이 정보를 복원하였다. 이러한 접근 방법은 사용자가 선택한 2차원 좌표로부터 3차원 좌표를 구하는 것이다. 본 논문에서는 기존의 방법과 다르게 3차원 원시 기하모델의 제약을 이용하여 사용자가 3차원 원시 기하모델을 2차원 영상에 투영하고, 그 정보를 이용하여 영상의 3차원 정보를 찾아 나가는 방법을 소개한다. 또한, 선형적인 최적화 기능을 넣어 관사 모델을 구하였다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.16 no.2
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• pp.299-309
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• 1998

The national coordinate system is an essential component for a geographic/land information system, since it provides the spatial reference for expressing position information. The national mapping of Korea has been based on 3-different meridians on the Gauss-Schreiber projection in year 1910s, later this was changed to the Gauss-Kruger projection. Existing map coordinate systems maintaining the national land survey project on 1910s, have some structural shortcomings of unknown computational procedures and projection methods. In this paper, the problems of the map coordinates usage and of longitudes origin shift(10.405") and their solutions are investigated. Also, this study discusses the issues involved in choosing coordinate system for digital mapping and their applications as a basis for spatial data management. The foreign country's coordinate systems are reviewed and the elements to realize a new unified grid coordinate system is proposed. The Transverse Mercator projection with a central meridian of $127^\circ\;30'$, scale factor 0.9996, and GRS80 ellipsoid, is selected in Korean peninsula.sula.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.21 no.2
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• pp.199-208
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• 2008

In this paper, to analyze the initial valued non-homogeneous elastic half space by the scaled boundary analysis, the infinite element approach was introduced. The free surface of the initial valued non-homogeneous elastic half space was modeled as a circumferential direction of boundary scaled boundary coordinate. The infinite element was used to represent the infinite length of the free surface. The initial value of material property(elastic modulus) was considered by the combination of the position of the scaling center and the power function of the radial direction. By use of the mapping type infinite element, the consistent elements formulation could be available. The performance and the feasibility of proposed approach are examined by two numerical examples.

• Proceedings of the Korean Society Of Semiconductor Equipment Technology
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• 2002.11a
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• pp.18-19
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• 2002

Si 웨이퍼제조 시 나오는 페슬러지에서 SiC 연마재와 절삭유를 분리해내면 Si 분말을 얻을 수 있다. 본 연구에서의 SiC는 폐슬러지 Si 분말에 C 분말을 혼합하여 제조할 수 있다. Si-C-O 3성분계는 Si, $SiO_2$, SiC, C 4개의 응축상과 CO, SiO, $CO_2$, $O_2$ 4개의 기체상이 가능하고 생성물들 간의 평형관계를 깁스 자유에너지에 의해 평형 반응식이 계산되어질 수 있다. 계산된 평형 반응식은 2개의 SiO, CO 분압이 각각 X, Y 좌표평면에 나타나는 상안정도를 그려볼 수 있다. 상안정도에서 자유도가 2인 경우는, $SiO_2$가 불안정하므로 SiC와 C가 공존하는 영역에서 온도를 독립 변수로 놓으면 나머지 독립 변수는 SiO 나 CO 기체 분압 둘 중 하나가 되어 하나의 직선으로 나타낼 수 있다. 직선을 경계로 각 응축상들의 안정영역을 하나의 좌표평면에 나타낸 후 온도에 따른 SiC의 안정영역을 알아본다.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.1926-1930
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• 2010

표면영상유속계(SIV, Surface Image Velcimetry)는 수표면의 영상분석을 통해 유속을 측정하는 도구이다. SIV는 하천의 유속을 매우 간편하게 측정할 수 있기 때문에, 야외 실험이나 하천의 유속 측정에 매우 유용한 장비이다. 그러나, SIV를 이용하여 유량을 산정하고자 할 경우, 하천 표면의 평면 측량 자료와 하천의 단면 측량 자료가 반드시 필요하다. 그러나, 측량 작업 특히 강우 중의 측량 작업은 매우 번거롭기 때문에, SIV의 간편성과 유용성에도 불구하고, 이용자들로 하여금 SIV를 쉽게 이용하기 어렵다는 그릇된 인식을 줄 수 있다. 만일 번거로운 측량을 거치지 않고도 효율적이고 간편하게 하천의 평면을 추정할 수 있다면, SIV를 마치 일반적인 프로펠러 유속계처럼 쉽게 이용할 수 있을 것이며, 그 적용성도 크게 증진될 것이다. 본 연구는 카메라 영상 모형을 유도하는 것이다. 이 카메라 모형을 이용하여 번거로운 측량 작업이 없이 평면의 좌표점을 추정할 수 있게 되며, 유속장 측정을 자동화할 수 있을 것이다. 이를 위하여 평면 좌표와 참조점을 관련짓는 사영 변환과 회전 변환 등 사진 측정 기법을 도입하였다.

• Proceedings of the Korean Information Science Society Conference
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• 2007.06c
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• pp.185-188
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• 2007

본 논문은 코퍼스로부터 추출된 단어들을 빈도수에 따라서 적절하게 표시하고 거리를 계산할 수 있는 새로운 메트릭 공간(metric space)에 대하여 논의한다. 일반적인 Cartesian 좌표 평면은 단어와 빈도수를 표시하는데 불편한 점이 있다고 할 수 있다. 본 논문에서는 빈도수에 기반 한 새로운 좌표 평면과 정보 이론에 기반 한 새로운 거리 계산 방법을 제시하여, 코퍼스 기반 언어 처리에 필요한 계산을 더욱 적합하게 할 수 있도록 하였다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.40 no.4
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• pp.315-324
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• 2022

The conventional LESS (LEast-Squares Solution) is calculated under the assumption that there is no errors in independent variables. However, the coordinates of a point, either from traditional ground surveying such as slant distances, horizontal and/or vertical angles, or GNSS (Global Navigation Satellite System) positioning, cannot be determined independently (and the components are correlated each other). Therefore, the TLS (Total Least Squares) adjustment should be applied for all applications related to the coordinates. Many approaches were suggested in order to solve this problem, resulting in equivalent solutions except some restrictions. In this study, we calculated the normal vector of the 3D plane determined by the trace of the VLBI targets based on TLS within GHM (Gauss-Helmert Model). Another numerical test was conducted for the estimation of the Helmert transformation parameters. Since the errors in the horizontal components are very small compared to the radius of the circle, the final estimates are almost identical. However, the estimated variance components are significantly reduced as well as show a different characteristic depending on the target location. The Helmert transformation parameters are estimated more precisely compared to the conventional LESS case. Furthermore, the residuals can be predicted on both reference frames with much smaller magnitude (in absolute sense).

• KIPS Transactions on Software and Data Engineering
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• v.4 no.10
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• pp.465-472
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• 2015

We propose a novel plane detection in disparity space and evaluate its performance. Our method simplifies and makes scenes in disparity space easily dealt with by approximating various surfaces as planes. Moreover, the approximated planes can be represented in the same size as in the real world, and can be employed for obstacle detection and camera pose estimation. Using a stereo matching technique, our method first creates a disparity image which consists of binocular disparity values at xy-coordinates in the image. Slants of disparity values are estimated by exploiting a line simplification algorithm which allows our method to reflect global changes against x or y axis. According to pairs of x and y slants, we label the disparity image. 4-connected disparities with the same label are grouped, on which least squared model estimates plane parameters. N plane models with the largest group of disparity values which satisfy their plane parameters are chosen. We quantitatively and qualitatively evaluate our plane detection. The result shows 97.9%와 86.6% of quality in our experiment respectively on cones and cylinders. Proposed method excellently extracts planes from Middlebury and KITTI dataset which are typically used for evaluation of stereo matching algorithms.

• Journal of Korean Society for Geospatial Information Science
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• v.15 no.3
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• pp.41-49
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• 2007

In this study, the software to compute Bessel coordinates by trilateration adjustment was developed, and the software was used to determine coordinates of the cadastral control points over the southern Korean peninsula. The baseline measured by GPS was reduced to the distance on geoid surface by applying PNU95 geoid model, and the distance on geoid surface was reduced to the plane grid distance by applying scale factor of map projection of Bessel coordinates. Using the plane grid distance, Bessel coordinates of 32 CORS (Continuously Operating Reference Station) were computed by free adjustment at first, and then the coordinates of the cadastral control points were computed by joining the control points to adjacent CORS. The result shows a possibility of construction of highly accurate and consistent cadastral survey network with coordinate error less than 1ppm of distance, when newly computing the coordinates of the control points by using distances measured by GPS.