• Journal of Korean Society for Geospatial Information Science
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• v.9 no.2 s.18
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• pp.63-71
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• 2001

GPS allows a user with an appropriate receiver to obtain their position anywhere on the Earth's surface. The use of GPs has highlighted the shortcomings of national reference systems, and many countries are in the process of establishing new geodetic frameworks in order to overcome these shortcomings. Korea National Geography Institute has established a new geocentric datum and presented the its time frame for implementation. In this paper, I studied the considerable matters of digital mapping authority and users for converting the geodetic datum and coordinate system and suggested the steps of public relations for GIS users.

• Korean Journal of Remote Sensing
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• v.23 no.4
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• pp.297-309
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• 2007

The first Korean geostationary weather satellite, Communications, Oceanography and Meteorology Satellite (COMS) will be launched in 2008. The ground station for COMS needs to perform geometric correction to improve accuracy of satellite image data and to broadcast geometrically corrected images to users within 30 minutes after image acquisition. For such a requirement, we developed automated and fast geometric correction techniques. For this, we generated control points automatically by matching images against coastline data and by applying a robust estimation called RANSAC. We used GSHHS (Global Self-consistent Hierarchical High-resolution Shoreline) shoreline database to construct 211 landmark chips. We detected clouds within the images and applied matching to cloud-free sub images. When matching visible channels, we selected sub images located in day-time. We tested the algorithm with GOES-9 images. Control points were generated by matching channel 1 and channel 2 images of GOES against the 211 landmark chips. The RANSAC correctly removed outliers from being selected as control points. The accuracy of sensor models established using the automated control points were in the range of $1{\sim}2$ pixels. Geometric correction was performed and the performance was visually inspected by projecting coastline onto the geometrically corrected images. The total processing time for matching, RANSAC and geometric correction was around 4 minutes.

• Spatial Information Research
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• v.23 no.2
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• pp.1-9
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• 2015

Graphical processing unit (GPU) contains many arithmetic logic units (ALUs). Because many ALUs can be exploited to process parallel processing, GPU provides efficient data processing. The spatial data require many geographic coordinates to represent the shape of them in a map. The coordinates are usually stored as geodetic longitude and latitude. To display a map in 2-dimensional Cartesian coordinate system, the geodetic longitude and latitude should be converted to the Universal Transverse Mercator (UTM) coordinate system. The conversion to the other coordinate system and the rendering process to represent the converted coordinates to screen use complex floating-point computations. In this paper, we propose a parallel processing technique that processes the conversion and the rendering using the GPU to improve the performance. Large spatial data is stored in the disk on files. To process the large amount of spatial data efficiently, we propose a technique that merges the spatial data files to a large file and access the file with the method of memory mapped file. We implement the proposed technique and perform the experiment with the 747,302,971 points of the TIGER/Line spatial data. The result of the experiment is that the conversion time for the coordinate systems with the GPU is 30.16 times faster than the CPU only method and the rendering time is 80.40 times faster than the CPU.

• Journal of the Korean Association of Geographic Information Studies
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• v.7 no.3
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• pp.48-56
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• 2004

This research focuses on the development of a fast datum transformation model to be used in GIS that utilizes real-time data transformation. Instance, when a GIS data constructed according to a datum is conformed to another datum, instead of transforming the axes of the original data, the data is transformed right before the results are reflected on the monitor. In this research, the prospects of calculating transformation parameters for every grid cells on the area based on two-dimensional conformal transformation model in order to decrease real-time datum transformation time while maintaining a high accuracy has been investigated. Research results showed that for a fixed area, the accuracies of the two-dimensional conformal transformation and the three-dimensional datum transformation, which requires more computing time, were almost equal and fast transformation speed, high accuracy real-time datum transformation is made feasible by implementing the grid-divided two-dimensional conformal transformation model.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2009.04a
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• pp.157-162
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• 2009

Korea established a King Sejong Station in King George Island in 1988. With the establishment of a station, various researches such as geology, biology, geophysics and meteorites have been conducted. Surveying and mapping has been performed since 1990, however, the results had a large errors due to old GPS instrument and autonomous positioning with SA. In this study new GPS surveying was tried using a state-of-the-art GPS instrument and relative positioning.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.280-285
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• 2008

유비퀴터스 공간컴퓨팅 환경이란 사용자가 언제 어디서든 원하는 지리정보를 쉽게 사용할 수 있는 융복합 IT환경을 말한다. 이 유비퀴터스 공간컴퓨팅 환경에서 객체의 위치는 이질적 공간에서 수시로 변하는 특성을 가진다. 공간의 이질성과 이동성에 대한 유지관리는 지리정보 서비스공급자들에게 많은 부담으로 존재한다. 이에 대한 해결을 위해, 본 연구는 물리적 위치변화에 독립적인 논리적 위치참조체계(이후, 'u-Position' 체계)를 제안한다. u-Position 체계는 IRI형태의 명명 체계와 이를 해석하기 위한 인터페이스들로 구성된다. 인터넷 환경에서 u-Position의 서비스 구조를 보여준 후, 사용 예를 기술하겠다. u-Position은 feature가 여러 공간에서 다른 좌표체계에 의해 다중 표현 되더라도, 이 feature를 인식하는 유일 식별자로서 변하지 않는다. 그러므로 공간의 이질성과 위치 이동성이 존재하는 유비퀴터스 공간컴퓨팅 환경이라 하더라도 객체의 위치투명성(location transparency)과 공간의 연결성(seamlessness)을 보장해 줄 수 있다는 점에서 의의가 있다.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2003.04a
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• pp.3-8
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• 2003

우리 나라에서도 세계적 추세에 따라 세계공통으로 사용되는 $\ulcorner$세계측지계$\lrcorner$ 에 의거한 신국가기준좌표계를 결정하고, 대한민국경위도원점을 고정도로 유지 관리하기 위해 국립 지리원이 주관해서 측지 VLBI 사업을 추진하고 있다. 국내에서는 처음으로 추진되는 측지 VLBI 사업이기 때문에 사업을 성공적으로 수행하기 위해서는 면밀한 사전조사 연구와 추진전략이 필요하다. 본 논문에서는 이러한 국가측지 VLBI 사업을 효율적으로 수행하기 위한 추진전략에 대해서 논하였다.

• Proceedings of the Korean Information Science Society Conference
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• 1998.10b
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• pp.120-122
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• 1998

본 논문에서는 토지지번 중심의 현행 주소체계를 도로 중심의 새로운 주소체계로 변환시키기 위해 시스템 설계의 기본원칙을 설정하고, 건물과 도로의 공간정보를 이용한 지리정보시스템(GIS)를 활용하여 신주소변환 시스템을 구현한다. 이는 도로중심선과 건물좌표의 직교점을 찾아 도로기점과의 거리에 따라 건물번호를 부여하고, 도로와 골목길에서의 건물번호를 서로 다른 방식으로 부여하여 차별화된 주소체계를 유도하였다. 특히, 도로내의 골목길은 네트워크로 구성된 위상관계를 가지도록 설계하였다.

• The KIPS Transactions:PartC
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• v.14C no.4
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• pp.359-364
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• 2007

Current researches on the overlay multicast mechanism in the mobile ad hoc network (MANET) maintain the network topology information of the dynamically changing MANET, which may cause severe overhead. In this paper, we propose a new overlay multicast mechanism, the region-based overlay multicast in MANET(ROME), using the geometric locations of group members. In ROME, the physical topology is divided into small regions and the scope of location updates of group members is limited to a single region. ROME provides scalability by using the coordinate of the center point of a destination region as the destination of a data packet instead of the list of member addresses of that region. Our simulation results show that ROME gives better performance in terms of the packet overhead than other schemes.

• Journal of Navigation and Port Research
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• v.27 no.1
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• pp.41-48
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• 2003

The most great GPS is working on CNS(Car navigation System) and Personal terminal, but ocean has not been. First studied GPS is sailing to ship but We have been connivance that The ship is not need detail navigation. Lately, harbor facilities and transportation service in harbors are complication. We have need accurate ship navigation system. In this paper, author developed algorithms of ellipsoid conversion between WGS84 and BESSEL and develope algorithms of map projection between ellipsoid coordinate system, and plane cartesian system. Author used 3-parameter in covering ellipsoids and used TM and UTM projection in converting between ellipsoid and plane cartesian coordinate. And author analyzed errors through static surveying and dynamic surveying of GPS for proving accuracy of GPS sensor, Furthermore author analyzed deflection error of received position. Finally author developed real time ship navigation system using cheep GPS sensor.