• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.29 no.3
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• pp.221-228
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• 2011

For service-area-widening and commercialization of DGNSS service, Ministry of Land, Transport and Maritime Affairs is developing a DGNSS service based on VRS using T-DMB. In this study, three PRC generation algorithms are developed for VRS DGNSS and their accuracies were evaluated. Three DGNSS correction generation algorithms are based on inverse distance weighting, 1st- and 2nd- multiple linear regression, and their positioning accuracies were compared in terms of the number of reference stations used for network composition and the algorithm type. As a result, the positioning accuracy of the case of using 16 sites is better than that of 6 sites. And the algorithm using the multiple linear regression showed the best performance. When the positioning accuracy of VRS DGNSS was compared with the traditional single-reference DGNSS, the improvement ratio was 20-23% and 20-36% for the horizontal and vertical directions, respectively.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.33 no.8C
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• pp.605-612
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• 2008

This paper researches the estimating location using repeater effect adjustment method in CDMA based system. Repeaters are commonly used by commercial and amateur radio operators to extend signals in the radio frequency range from one receiver to another. The repeater signals are increasing arrival time from base station to mobile station. So if we calculates the mobile station using repeater signals, the estimating position error is increased. However nobody researched about adjusting repeater effects. This paper proposes repeater effect adjustment algorithm. For adjusting repeater effects, we make the triangle using mobile station, reference base station and neighbor base station, and then detect the repeater effects using the triangle characteristic. The proposed method system showed the improved performance in estimating parameters and locating positions by computer simulations.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.21 no.10
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• pp.1917-1922
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• 2017

WPS(Wifi Positioning System) conducts positioning using wireless signals scattered in real world. This process is divided into two stages: Construction Stage that collects information on wireless signals for determining location and constructs a radio map and Positioning Stage that compares the constructed information with the collected information on wireless signals. WPS lowers the accuracy of positioning if changes occur to the collected signals during positioning. PDR have recently been studied. IPS is a system designed to find out the final destination by analyzing pedestrian's no. of gait, travel range, and direction through inertial sensors. If the positioning results of WPS appear in more than two locations, it can be thought as the problem of positioning accuracy. In some cases, problems occur. In this respect, this study analyzes the situations in which the problem as mentioned above occurs and proposes a system to solve this problem through PDR.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2023.11a
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• pp.172-174
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• 2023

최근 3년간 위성항법 보유 및 활용이 가능한 주요 국가들은 DGNSS 중파서비스를 중단하고 위성기반의 보정 서비스(SBAS) 제공 추세이다. 한국형 SBAS 서비스인 KASS가 개발 중에 따라 우리나라 해양분야 활용 가능성 검토 및 중파서비스에 대한 정책방향 연구가 필요하다.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2013.10a
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• pp.432-434
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• 2013

본 논문의 실내위치측위시스템은 무선랜 환경에서 AP의 RSSI 신호를 수신하여 Friis 공식을 통해 거리로 산출되고, 산출된 거리는 삼각측량법에 의해 (x, y)좌표로 변환되어 현재의 위치를 나타낸다. 여기서 RSSI 신호는 신호잡음을 포함하고 신호잡음으로 인하여 실제 위치 측위 시 오차가 발생한다. 이러한, 오차를 보정하고 실내위치측위 정확도를 향상하기 위해 비선형시스템에서 사용하는 확장칼만필터를 적용하여 실험하였다. 본 실내위치측위시스템의 시스템모델은 선형이고 측정모델은 비선형이므로 효율적인 보정알고리즘인 확장칼만필터를 선택하고 실험은 MATLAB로 수행하였다. 실험결과 실내위치측위시스템의 정확도가 향상되었다.

• Journal of Cadastre & Land InformatiX
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• v.50 no.1
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• pp.107-123
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• 2020

With stabilization of the recent multi-GNSS infrastructure, and as multi-GNSS has been proven to be effective in improving the accuracy of the positioning performance in various industrial sectors. In this study, in view that SF(Single frequency) GNSS receivers are widely used due to the low costs, evaluate effectiveness of SF Real Time Point Positioning(SF-RT-PP) based on four multi-GNSS surveying methods with RTCM-SSR correction streams in static and kinematic modes, and also derive response challenges. Results of applying SSR correction streams, CNES presented good results compared to other SSR streams in 2D coordinate. Looking at the results of the SF-RT-PP surveying using SF signals from multi-GNSS, were able to identify the common cause of large deviations in the altitude components, as well as confirm the importance of signal bias correction according to combinations of different types of satellite signals and ionospheric delay compensation algorithm using undifferenced and uncombined observations. In addition, confirmed that the improvement of the infrastructure of Multi-GNSS allows SF-RT-SPP surveying with only one of the four GNSS satellites. In particular, in the case of code-based SF-RT-SPP measurements using SF signals from GPS satellites only, the difference in the application effect between broadcast ephemeris and SSR correction for satellite orbits/clocks was small, but in the case of ionospheric delay compensation, the use of SBAS correction information provided more than twice the accuracy compared to result of the Klobuchar model. With GPS and GLONASS, both the BDS and GALILEO constellations will be fully deployed in the end of 2020, and the greater benefits from the multi-GNSS integration can be expected. Specially, If RT-ionospheric correction services reflecting regional characteristics and SSR correction information reflecting atmospheric characteristics are carried out in real-time, expected that the utilization of SF-RT-PPP survey technology by multi-GNSS and various demands will be created in various industrial sectors.

• Proceedings of the Korea Information Processing Society Conference
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• 2002.04b
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• pp.1273-1276
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• 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 Korean Society for Geospatial Information Science
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• v.19 no.3
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• pp.75-82
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• 2011

In this study, author analyzed the overview and the convergence time of Fixed solutions (<15cm) of OmniSTAR, one of SBAS(Satellite Based Augmentation System) as WADGPS (Wide Area Differential GPS), which can compensate the drawbacks of the existed GNSS (Global Navigation Satellite System) that require the expensive receiver and is impossible to position in case of the radio interference in urban sometimes. As a result, the test shows that the less than 15cm 3D standard deviation converges in 39 minutes at Dynamic mode and 28 minutes at Static mode. It is expected that we can apply OmniSTAR to a variety of fields such as LBS(Location Based Service), mobile positioning, and the geo-spatial information industry that does not necessarily guarantee the high position accuracy.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• v.2
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• pp.423-426
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• 2006

본 논문에서는 GPS와 WAAS를 동시에 수신하고 처리할 수 있는 GPS/WAAS 소프트웨어 수신기를 개발한다. WAAS는 GPS L1과 동일한 반송파 주파수와 C/A 코드, 데이터로 구성되며, 데이터 포맷이 다르므로 WAAS 데이터를 복조하기 위한 블록을 추가하여, 보정 정보와 무결성 정보, WAAS 위성의 위치 정보를 추출 및 적용한다. 본 논문에서는 보정 정보를 처리하는 블록이 추가된 GPS/WAAS 소프트웨어 수신기를 설계하여 수신기의 측위 성능 및 가용성을 높이고, 실제 측정치를 이용한 측위 실험을 통하여 그 성능을 검증한다.

• Journal of Advanced Navigation Technology
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• v.3 no.1
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• pp.13-19
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• 1999

Using GPS carrier phase whose cycle ambiguities are resolved, it is possible to perform precise survey requiring centimeter-level positioning accuracy. Because of an optical illusion, we cannot recognize the exact slope of Dokaebi Road. In this paper, we performed kinematic survey experiments in order to calculate the exact slope of Dokaebi Road with high positioning accuracy of CDGPS. By post-processing experimental data using CDGPS, it was possible to generate the exact vertical trajectory of Dokaebi Road with centimeter-level accuracy.