• Journal of the Korean Society of Marine Environment & Safety
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• v.1 no.2
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• pp.39-52
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• 1995

There are numerous mapping, charting, geodetic systems and electronic digital products defined in various local geodetic datum. It becomes a straight forward requirement to simplify the complexity by referencing all the products to a common reference globally. WGS-84 is well known as a state-of-the-art global reference system based on the use of data, techniques and technology available within American Defence Mapping Agency(DMA). Its parameters can be translated into more accurate maps, charts and geodetic positioning compared to others previously. Since Global Positioning System(GPS/NAVSTAR), which is asssociated with World Geodetic System(WGS-84)in reference frame, has been widely used, the unified geodetic system has been required for GPS users in many fields.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.17 no.2
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• pp.137-143
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• 1999

The straight spatial distance or geodesic distance on WGS84 ellipsoid measured by GPS should be reduced on geoid to be used in Korean Geodetic System. The factors for this reduction are geoidal height and mean radius of the earth. On this study the effects of these factors on reducing distance were analyzed and the result showed that mean geoidal height should be multiplied by $1.6\times{10}^{-7}$ per unit distance for reducing geodesic distance on reference ellipsoid to that on geoid. Condsidering that the geoidal height on Bessel ellipsoid in Korea is -45 m in northeast and -75 m in middle west. It also showed that the difference of geodesic distance between on reference ellipsoid and on geoid is about 7-12 mm per km.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.15 no.1
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• pp.29-39
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• 1997

The need of transformation parameters from local geodetic datums to a geocentric coordinate system is becoming more common, with the increasing application of satellite positioning techniques to LIS/GIS survey with cadastral management. In this paper, the national transformation parameters between the Korean geodetic coordinates which is based on the Bessel 1841 ellipsoid and the WGS84 ellipsoid are determined by the least square methods with weighted parameter constraints. Three-dimensional geocentric coordinates are based on GPS observation at 31 stations in the geodetic network, the datum parameters are computed within a standard deviation of less than 1 meter. In South Korea, the national transformation parameters with Bessel geoid-heights are useful for GPS baseline processing and for middle-scale map/database transformation.

• Journal of Korean Society for Geospatial Information Science
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• v.2 no.2 s.4
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• pp.143-151
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• 1994

3-D coordinates that result form GPS survey are not applied directly in korea because they are based on WGS 84 ellipsoid. Thus they must be transformed into longitude, latitude on the Bessel ellipsoid and orthometric height. Transformation parameters must be determined in order to perform the coordinate transformation. Also, coordinate transformation be preformed on longitude, latitude and ellipsoidal height. First estimation of Bessel geoidal height must be accomplished to acquire Bessel ellipsoidal height This paper suggests accuracy of coordinate transformation according to the estimation method of Bessel geoidal height. Also, This paper suggests that Bessel geoidal height have influence on the coordinates transformation.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.16 no.1
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• pp.85-94
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• 1998

In year 1996, the National Geography Institute(NGI) carried out a National Fundamental Network survey. A total of 220 baselines between 31 stations were occupied that the baseline length is 40 km-120 km(mean 67.4 km). A minimally constrained network adjustment with three dimensional baseline vectors, was carried out holding geocentric ITRF94 coordinates of the station SUWON which are determined by eccentric observations from the VLBI station. This paper shows KTRF94 coordinates of fundamental stations which accuracies are estimated 1 cm in horizontal and 3 cm in vertical. Also, the coordinates are compared to WGS84 and/or KGS95.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.9 no.1
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• pp.37-45
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• 1991

The purpose of this study is to establish the geodetic control points of GPS in Korea and estimate a measurment ability of GPS for the long baseline. For this, we performed the simultaneous GPS observations at two points in Korea and one point in Japan, and analized the precision of GPS survey according to the data process methods. As the results, three dimensional coordinates of two points in Korea are precisely established on basis of WGS 84 coordinate system and it is demonstrated that the measurement ability of GPS is 0.1 ppm for long baseline. We expect that in the future this result will be used as the basic data for securing the geodetic control points of GPS in Korea.

• Proceedings of the Korea Multimedia Society Conference
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• 2000.04a
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• pp.284-287
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• 2000

본 논문에서는 Trimble Lassen-SK8 GPS 수신기로부터 측정된 위치정보를 수치지도에 표시하고 이로부터 정보안내 시스템을 설계하였다. 이 시스템에서는 특정위치에 대한 안내와 관련된 음성정보를 출력하고 그 지역을 벗어나는 경우에는 정보의 출력을 종료하도록 한다. GPS 의 수신오차는 원의 방정식을 사용하여 범위를 벗어나는 오차발생에 대한 처리가 가능하도록 했으며, 수치지도의 특정위치의 식별을 위해 Bessel TM 좌표를 WGS-84 경위도 좌표로 적용하였다. 본 논문의 결과는 학교안내 시스템에 적용시켰으며, 만족할만한 결과를 보였다.

• 한국지형공간정보학회:학술대회논문집
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• 1993.10a
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• pp.129-136
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• 1993

정확하고 경제성 있는 지형정보의 구축은 각종건설공사를 비롯한 국토종합개발에 기본 요건으로서 그 중요성이 강조되고 있다. 본 연구에서는 충남 북 인원의 11개 삼각점에 대한 GPS 관측을 수행하여 산출된 WGS84 좌표를 Bessel 타원체 상의 좌표로 변환하고 TM 및 UTM 투영 도법을 적용, GPS에 의한 3차원 지형정보의 획득은 물론 지도제작을 위한 기본자료로 산출하고자 한다.

• Proceedings of the Korean Information Science Society Conference
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• 2000.04a
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• pp.289-291
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• 2000

GPS는 위성을 이용한 항법지원 시스템으로 최근 민간에 공개되면서 ITS에 이용하려는 연구가 활발히 이루어지고 있다. 또한, 무선데이터통신 기술은 무선으로 인터넷에 접속할 수 있을 정도로 향상되었다. 본 논문에서는 GPS의 위치정보를 수신하고 이를 수치지도와 매핑할 수 있도록 WGS-84 경위도좌표에서 Bessel TM좌표로 변환한 후, 무선데이터통신을 이용하여 중앙관제서버로 위치정보를 전송함으로써 중앙관제센터에서 이동물체를 관제/관리할 수 있는 시스템을 설계하였다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.13 no.2
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• pp.153-162
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• 1995

The coordinate transformation both WGS84 and Bessel ellipsoids is essential to use of GPS in South Korea. Especially, for transformation considered the needed accuracy and the regional characteristics, the study about geoid modeling and the characteristics on the transformed area should be done. The aim of this study define the characteristics of the transformed coordinates according to transformation methods and the area measured by GPS. For this, large network that include South Korea, four regional network consist of large network, and local net-work include Incheon city designed. Geoid model based on Bessel suitable to South Korea selected from study about the effects of the assumed geoid height at the geodetic origin, and then coefficients computed according as transformed area and methods. Also, the transformed characteristics of the large coefficients, the regional coefficients, and the local coefficients according to methods compared, analyzed synthetically.