• Proceedings of the Korea Information Processing Society Conference
• /
• 2002.04b
• /
• pp.1273-1276
• /
• 2002

기존 RTK-GPS는 고가의 장비인 RF방식의 무선모뎀을 사용함으로써 무선국의 허가, 전파의 지리적 장애물에 의한 영향, 전송거리의 제한, 주파수 혼신, 주파수 자원의 유한성 등의 문제점이 있다. 본 논문에서는 이러한 문제점을 해결하기 위해 휴대전화를 전송 매체로 이용하여 보정 데이터를 송 수신하는 방법으로, PDA 환경하에서 RTK-GPS 보정 데이터를 전송하는 시스템을 설계 및 구현하였다. 기준국의 서버는 GPS 수신기와 연결된 RS-232 시리얼 포트로부터 보정 데이터를 수신하여 휴대전화와 연동을 통한 이동국의 PDA 단말기로 보정 데이터를 전송하고, RS-232 시리얼 포트를 통해 이동국의 GPS수신기에 전달한다. 이동국의 측위프로그램은 GPS수신기로부터 RSC-232 시리얼 포트를 통한 위치 정보를 수신하여 상대측위를 하게되며, 정확한 위치 측정이 이루어진다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.25 no.5
• /
• pp.399-405
• /
• 2007

Providing a precise positioning information is the primary characteristics of GPS. The relative positioning technique which utilizes the common measurements between a GPS reference station and a user is generally used to do the generation of a precise positioning. But if user is far from a GPS reference site, the properties of medium penetrated by GPS signals will be different from each other, It is difficult to eliminate the error sources such as the ionosphere and the troposphere effectively by the double differencing method. In this study the additional error correction values with the ionosphere and the troposphere to the data processing have applied. As a result, the positioning accuracy of fourteen out of seventeen testing sites were improved by appling the error correction values. We also analysed the improved rate of the positioning accuracy by the baseline.

• Proceedings of the KIEE Conference
• /
• 2007.07a
• /
• pp.1748-1749
• /
• 2007

활선차량의 붐 끝단에 탑재되어 있는 로봇의 기준좌표계는 활선차량의 접근 위치와 붐의 확장 길이 및 각도에 따라 달라지므로 작업대상물과 로봇 사이의 상대 위치를 찾아내어 설정된 작업 경로를 보정하여야만 한다. 본 논문에서는 작업대상물인 애자 영상으로부터 카메라를 보정하는 기법을 제시하여 활선작업 차량의 붐 끝단에 장착된 로봇의 위치 및 자세를 측정할 수 있도록 하였다. 이를 위하여 핀홀 카메라 모델을 적용하였으며 원기둥 형태의 애자 영상으로부터 카메라 내부 파라미터 및 외부 파라미터를 추출하였다. 제시된 기법은 시뮬레이션을 통하여 효용성을 입증하였다.

• Proceedings of the KIEE Conference
• /
• 2001.07d
• /
• pp.2708-2710
• /
• 2001

한전에서는 판매업무의 혁신을 기하기 위하여 지리정보시스템(GIS)을 운영기반으로 하는 신배전정보시스템(NDIS : New Distribution Information System) 구축사업을 적극적으로 추진하여 현재 일부 지사 지점에서 시범운영중에 있으며, 향후 전국적인 운영확산이 예정되어 있다. NDIS에서는 국가기본도를 GIS의 기초도면으로 활용하고 있으나 DB구축시 기존 설비도면과의 상대위치오차가 발생되고, 설비가 누락 또는 오분류되어 있는 경우가 있어 이를 보정하는데 많은 노력이 드는 실정이다. 국가기본도 사용을 전제할 때 이러한 문제점은 피할 수 없는 현상이며, 한전에서는 이를 보다 효과적으로 해결하고자 배전설비에서 위치의 기준이 되는 전주를 중심으로 기초도면 변경에 따른 설비도면 보정기법연구와 시스템 개발을 수행하였다. 본고에서는 한전에서의 설비도 위치보정 적용환경과 함께 연구개발된 내용을 소개하고자 한다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.20 no.2
• /
• pp.165-170
• /
• 2002

For the inaccessible area where the field verification is unable, it is difficult to obtain the ground control points (GCPs) or the acquired GCPs may be inaccurate. In general systematic geometric correction is achieved by utilizing orbit ephemeris and three axis attitude data of the satellite. however, this method results to poor accuracy of the imagery's absolute coordinates. To improve the absolute accuracy as well as the relative accuracy, we added the accessible region into the inaccessible area. We obtained GCPs in the accessible region by the fast static GPS survey and made geometric corrections with these biased GCPs. Because the biased GCPs show a pattern of coordinate errors, we analyzed this tendency to track the estimated errors in the inaccessible area.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.14 no.2
• /
• pp.181-188
• /
• 1996

Geodetic Satellite Positioning Techniques (NNSS, Transit, Doppler, VLBI, SLR etc.) still have much difficulty in surveying and necessity of point positions is being amplified in korea. Therefore some research institutes have being investigated point positioning using the GPS. In this study, 1 arranged the theory deal with point positioning using GPS carrier beat phase of dual frequency and estimated corrections of errors that be included in GPS observable. Also, 1 determined point position by the differencing scheme of GPS carrier phase, and analyzed the accuracy of point position. 1 suggested potentiality of geodetic point positioning using GPS carrier phase by comparing result of relative positioning with result of point positioning and analyzing result of network adjustment fixed any point position.

• Spatial Information Research
• /
• v.15 no.2
• /
• pp.111-121
• /
• 2007

The GPS positioning offer 3D position using code and carrier phase measurements, but the user can obtain the precise accuracy positioning using carrier phase in Real Time Kinematic(RTK). The main problem, which RTK have to overcome, is the necessary to have a reference station(RS) when using RTK should be generally no more than 10km on average, which is significantly different from DGPS, where distances to RS can exceed several hundred kilometers. The accuracy of today's RTK is limited by the distance dependent errors from orbit, ionosphere and troposphere as well as station dependent influences like multipath and antenna phase center variations. For these reasons, the author proposes Network based GPS Carrier Phase Differential Positioning using Multiple RS which is detached from user receiver about 30km. An important part of the proposed system is algorithm and software development, named DAUNet. The main process is corrections computation, corrections interpolation and searching for the integer ambiguity. Corrections computation of satellite by satellite and epoch by epoch at each reference station are calculated by a Functional model and Stochastic model based on a linear combination algorithm and corrections interpolation at user receiver are used by area correction parameters. As results, the users can obtain the cm-level positioning.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.26 no.6
• /
• pp.617-624
• /
• 2008

In general, RTK-GPS(Real Time Kinematic GPS) based on the single reference station is able to determinate the high accurate position of rover on the spot using error correction information of transmitted carrier phase from the base station via wireless modem. However, single reference station method has some weak points to decrease positioning accuracy because it must be obtained carrier phase from the each satellite continuously, allowed to transmit without obstacle and limited to short base line distance between base and rover station. This paper aims to attempt network based GPS carrier phase differential positioning using three multi reference stations to overcome the method of single reference station and RTK network is realized by real time monitoring program with Visual C++. The optimum error correction value of three multi reference stations by RTK networking is selected automatically to correct the position of rover station. In this paper, this algorithm is applied to determine sea water level using GPS buoy, and the accuracy results of water level change were analyzed and compared with each other using single and multi reference stations.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.25 no.6_2
• /
• pp.635-643
• /
• 2007

As the availability of images from Airborne Digital Camera with high resolution is expanded, a lot of concern are in the production and update of digital map. This study presents the method of updating the digital map at the scale of 1/1,000 using images from Aerial Digital Camera. Geometric correction was completed using GPS surveying data. For digital mapping, digital photogrammetric system was utilized to digitize buildings and roads. The absolute positional accuracy was evaluated using GPS surveying data and the relative positional accuracy was evaluated using the digital map produced by analytical mapping. The absolute positional accuracy was as follows: RMSE in X and Y were ${\pm}0.172m\;and\;{\pm}0.127m$, and average distance error was 0.208m. The relative positional accuracy was as follows: RMSE in X and Y were ${\pm}0.238m\;and\;{\pm}0.281m$, and average distance error was 0.337m. Accuracies of updating digital map using images from airborne Digital Camera were within allowable error established by NGII. Consequently, images from airborne Digital Camera can be used in various fields including the production of the national basic map and the GIS of local government.

• Proceedings of the Korean Information Science Society Conference
• /
• 2001.04b
• /
• pp.637-639
• /
• 2001

한전에서는 판매업무의 혁신을 기하기 위하여 지리정보시스템(GIS)을 운영기반으로 하는 신배전정보시스템(NDIS : New Distribution Information System) 구축사업을 적극적으로 추진하여 현재 일부 지사.지점에서 시범운영중에 있으며, 향후 적극적인 운영확산이 예정되어 있다. NDIS에서는 국가기본도를 GIS의 기초도면으로 활용하고 있으나 DB구축시 기존 설비 도면과의 상대위치오차가 발생되고, 설비가 누락 또는 오분류되어 있는 경우가 있어 이를 보정하는데 많은 노력이 드는 실정이다. 국가기본도 사용을 전제할 때 이러한 문제점은 피할 수 없는 현상이며, 한전에서는 이를 보다 효과적으로 해결하고자 배전설비에서 위치의 기준이 되는 전주를 중심으로 기초도면 변경에 다른 적정 전주위치 Positioning 기법연구와 시스템 개발을 수행하였다. 본고에서는 한전에서의 전주위치 Positioning 적용환경과 함께 연구개발된 내용을 소개하고자 한다.