• Journal of Institute of Control, Robotics and Systems
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• v.8 no.5
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• pp.425-433
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• 2002

After the removal of SA (Selective Availability), horizontal accuracy of 25m(2dRMS) is easily obtained using GPS (Global Positioning System). In this paper, the error characteristics without SA are analyzed and a navigation algorithm concerns this error characteristics is proposed to further improve the accuracy. The proposed method utilizes the relationship between elevation angle and errors that are remained after ionospheric and troposheric delay compensation. The relationship is derived from real measurements and used as a weighting matrix of weighted least squares estimator. Furthermore, a RAIM (Receiver Autonomous Integrity Monitoring) technique is included to remove abnormal measurements affected by multi-path or low SNR (Signal-to-Noise Ratio). It is shown that using the proposed method, more than 4 times accurate result, which is comparable with DGPS (Differential GPS), can be obtained from experiments with real data. Besides accuracy and reliability, the proposed method reduces large jumps in position and maintains better performance than a method using mask angle to completely remove satellites below this mask angle. Thus it is expected that the proposed method can be efficiently applied to land navigation where some satellites are blocked by building or forest.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2004.02a
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• pp.47-54
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• 2004

In order to meet the users demand, who needs faster and more accurate data in geographic information it is necessary to obtain and process the data more effectively. Now more effective data obtainment about geographic information is possible through the development of unified technology, which is applied to the field of geographic information, as well as through the development of hardware and software engineering. With the fast and precise correction and update, the development of unified technology can bring the reduction of the time and money. For the obtainment of geographic information which can meet the demand of the users, the unified technology has been applied to various fields, and in Aerial Photogrammetry field, many are doing researches actively for the GPS/INS unified system. To obtain fast and precise geographic information using Aerial Photogrammetry method, it is necessary to develop Airborne GPS/INS unified system, which makes GCP to the minimum. For this reason, this study has tried to develop a system which could unite and process both GPS and INS data. For this matter, code-processing module for DGPS and OTF initialization module, which can decide integer ambiguity even in motion, have been developed. And also, continuous kinematic carrier-processing module has been developed to calculate the location at the moment of filming. In addition, this study suggests a possibility of using a module, which can unite GPS and INS, using Kalman filtering, and also shows the INS navigation theory.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2013.10a
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• pp.145-146
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• 2013

보다 편리하고 안전한 항해를 위해 GPS 뿐만 아니라 GLONASS 등 다양한 위성항법시스템이 항해장비 및 통신장비에 이용되고 있다. 특히 항만을 포함한 연안에서는 위성항법시스템 단독으로 제공하는 위치 항법 시각정보 보다 더 정확하고 신뢰할 수 있는 정보를 얻기 위해 보강시스템 개념의 DGPS 서비스를 제공하고 있다. 위성항법시스템의 다원화는 현재 연근해는 물론이고 육상에서도 제공하고 있는 DGPS 서비스를 DGNSS 서비스로 확장해야 하는 필요를 낳았다. 본 논문은 현재 국제기구가 제정한 기술표준과 권고서를 분석하고, 이들이 가지고 있는 다원화의 한계성과 유연성, 확장성의 부족을 제시한다. 그리고 현재 논의되고 있는 차세대 DGNSS 관련 국제표준과 제시한 문제와의 상관관계를 보인다. 마지막으로 본 논문은 DGNSS 서비스를 위한 국제표준의 변화가 미치게 될 영향에 대해 전망한다.

• Proceedings of the IEEK Conference
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• 2003.11a
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• pp.525-528
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• 2003

In this paper, we present a novel idea to integrate low cost Inertial Measurement Unit(IMU) and Differential Global Positioning System (DGPS) for Telematics applications. As well known, low cost IMU produces large positioning and attitude errors in very short time due to the poor quality of inertial sensor assembly. To conquer the limitation, we present a bimodal approach for integrating IMU and DGPS, taking advantage of positioning and orientation data calculated from CCD images based on photogrammetry and stereo-vision techniques. The positioning and orientation data from the photogrammetric approach are fed back into the Kalman filter to reduce and compensate IMU errors and improve the performance. Experimental results are presented to show the robustness of the proposed method that can provide accurate position and attitude information for extended period for non-aided GPS information.

• Journal of the Korean Professional Engineers Association
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• v.37 no.2
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• pp.47-53
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• 2004

Space-based radio-positioning and time transfer system, Provide accurate position, velocity, and time(PVT) information \longleftarrowunlimited number of suitably equipped ground, sea, air and space users, by the U.S Department of Defense(DoD), Comprises major system segments\longrightarrowSpace, Control and User

• Journal of Advanced Navigation Technology
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• v.6 no.2
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• pp.104-112
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• 2002

Nowadays, many countries are interested in using CPS far navigation system of aircrafts, because it has technical and economic benefits. For the CPS based navigation system, the most important thing is reliability of the system. GPS navigation solution is very accurate. But when some faults are raised in the CPS navigation system of an aircraft, if they cannot be detected and alerts are not generated for pilots, the aircraft cannot be safe. So, I implemented an DGPS integrity monitoring system that detects faults of measurements and exclude the fault measurement from the satellite constellation used for calculating a navigation solution. This paper introduces 'the Least Square Residual Method' used to detect faults of measurements and the implemented real time integrity monitoring system using DGPS. To test the system, I operated the system under many different conditions. And from analysis of the data recorded, I could conclude that when the number of visible satellites was enough to detect faults, the system could detect the faults of measurements perfectly, isolate and exclude the fault measurement well. But for more reliable system, the measurement errors must be estimated more accurately and integrations of CPS and other instruments must be developed.

• The Journal of the Korea institute of electronic communication sciences
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• v.8 no.3
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• pp.487-498
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• 2013

A variety of location-based services applications, such as missing children search, emergency rescue requests and so on that requiring high-precision location information are increasing. Precision of GPS that can be used in most systems, however, is still low. In this paper, we design and propose a low cost differential global positioning system(DGPS) based on Web services using object-oriented modeling technique which can offer useable location service, variety device and safe service in wireless environment. The proposed system is designed with UML based on object-oriented modeling to maximize system recyclability and system scalability. In addition, we would like to improve the precision of the GPS in accordance with mobile station location when build low cost mobile station, location differential framework and server. We implement a communication interface based on web-service which is available in the form of a variety of services and can offer stable according to mobile environments. Finally, as performance evaluation results, we can obtain precision location within 1 ~ 2m through proposed system and 88.5% probability of less than 2m.

• Journal of Korean Society of Transportation
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• v.22 no.5
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• pp.7-17
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• 2004

지금까지의 링크통행시간에 대한 연구는 개별 차량의 평균을 통한 평균링크통행시간 산정 및 추정의 제한적인 연구가 대부분이었다. 그러나, 링크통행시간은 교통조건, 신호운영조건, 도로조건 등 다양한 영향인자로 인해 통행시간 분포가 구분되는 특성을 나타낸다. 따라서, 링크통행시간 특성을 좀 더 미시적으로 분석할 필요가 있다. 본 연구에서는 GPS를 이용한 실시간 교통자료 수집의 방법에 대해 살펴보았으며, GPS를 이용한 RTK 측량을 이용한 실시간 자료수집을 통하여 링크통행시간에 대한 연구를 수행하였다. 또한, 신호운영에 의한 영향으로 인한 링크통행시간 분포특성을 분석하기 위해 링크통행시간에 대한 현장조사를 추가적으로 실시하였다. 현장조사 결과분석을 통해 통행시간 분포특성 및 원인을 분석하고 프로그램을 이용한 시뮬레이션을 통해 보다 다양한 조건을 부여하여 링크통행시간분포비율에 영향을 주는 변수들에 대한 검토하고 통행시간 분포비율을 추정할 수 있는 모형을 구축하였다. GPS 실험차량을 이용한 주행실험결과를 분석한 결과 순행시간으로만 이루어지는 링크통행시간과 적색시간 동안 대기하였다가 링크구간을 통과하여 순행시간에 신호 대기시간을 더한 링크통행시간으로 통행시간이 구분되는 현상을 확인할 수 있었으며 따라서, 링크통행시간에 대한 분석은 통행시간을 하나의 평균통행시간으로 인식하는 것보다 두 개의 구분된 통행시간을 동시에 고려하는 것이 바람직할 것으로 판단되었다. 링크통행시간 분포특성에 대한 연구결과 또한, 통행시간이 양분되어 분포하는 것으로 분석되었다. 따라서, 링크통행시간의 경우 평균통행시간에 의한 결과보다 신호지체가 발생하지 않는 통행시간과 신호지체가 발생하는 통행시간으로 구분하는 것이 교통상황을 인식하는 것이 바람직할 것으로 나타났다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.29 no.3
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• pp.237-247
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• 2011

As of 2011, 72 Permanent GPS Stations are installed to control DGPS reference points by the National Geographic Information Institute in South Korea. As the center of the Earth's mass continues to move, the coordinates of the permanent GPS stations become inconsistent over time. Thus, a reference frame using a set of coordinates and their velocities of a global network of stations at a specific period has been used to solve the inconsistency. However, the relative movement of the permanent GPS stations can lower the accuracy of GPS relative positioning. In this research, we first analyzed the data collected daily during the past 30 months at the 40 permanent GPS stations within South Korea and the 5 IGS permanent GPS stations around the Korean Peninsula using a global network adjustment. We then calculated the absolute and relative amount of movement of the GPS permanent stations. We also identified the optimum renewal period of the permanent GPS stations considering the accuracy of relative GPS surveying. Finally, we developed a Korean a Korean crustal movement model that can be used to improvement of accuracy.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.19 no.5
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• pp.1055-1062
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• 2015

A GPS based wave height meter system is proposed in this paper. The proposed system uses a dual-frequency measurements, a precise GPS satellite information and a PPP-based navigation algorithm to estimate the position with high accuracy. This method does not need to receive corrections from the reference stations. Therefore, unlike RTK based wave meter, regardless of the distance to the reference stations, it is possible to estimate position with high accuracy. This system is very simple and accurate system, but accelerometer-based system requires the other sensors such as GPS. Because position error is accumulated in the accelerometer system and must be removed periodically for high accuracy. In order to get the measurements and test the proposed wave height meter system, a buoy equipped with the test platform is installed on the sea near by Jukbyeon habor in Uljin, Korea. Then, to evaluate the performance, compares built-in commercial wave height meter with proposed system.