• Journal of Positioning, Navigation, and Timing
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• 제6권4호
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• pp.211-221
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• 2017

Ellipsodially referenced survey (ERS) is considered as one of the challenging issues in the hydrographic surveys due to the fact that the bathymetric data collected by this technique can be readily transformed either to the geodetic or the chart datum by application of some geoscientific models. Global Navigation Satellite Systems (GNSS) is a preferred technique to determine the ellipsoidal height of a vessel reference point (RP) because it provides cost-effective and unprecedentedly accurate positioning solutions. Especially, the GNSS-derived heights include heave and dynamic draft of a vessel, so as for the reduced bathymetric solutions to be potentially free from these corrections. Although over the last few decades, differential GNSS (DGNSS) has been widely adopted in the bathymetric surveys, it only provides limited accuracy of the vertical component. This technical barrier can be effectively overcome by adopting the so-called GNSS carrier phase (CPH) based techniques, enhancing accuracy of the height solution up to few centimeters. From the positioning algorithm standpoint, the CPH-based techniques are categorized under absolute and relative positioning in post-processing mode; the former is precise point positioning (PPP) correcting errors by the global or regional models, the latter is post-processed kinematic positioning (PPK) that uses the differencing technique to common error sources between two receivers. This study has focused on assessment of achievable accuracy of the ellipsoidal heights obtained from these CPH-based techniques with a view to their applications to hydrographic surveys where project area is, especially, few tens to hundreds kilometers away from the shore. Some field trials have been designed and performed so as to collect GNSS observables on static and kinematic mode. In this paper, details of these tests and processed results are presented and discussed.

• Journal of Positioning, Navigation, and Timing
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• 제10권2호
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• pp.103-111
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• 2021

A series of experiments have been carried out by using National Geographic Information Institute(NGII)'s Continuously Operating Reference Station (CORS) data with various strategies to analyze the impact of multi-GNSS measurements on baseline processing. The results of baseline processing were compared in terms of ambiguity fixing rate, precision, and hypothesis tests were conducted to confirm the statistical difference. The combination of multi-GNSS measurements has helped to improve ambiguity fixing rate, especially under harsh positioning environments. Combination of GPS, Galileo, BeiDou could get better precision than that of GPS, GLONASS, Galileo, and adding QZSS made the baseline solution's vertical component more precisely. The hypothesis tests have statistically confirmed that the inclusion of the multi-GNSS in the baseline processing enables not only to reduce field observation time length but also to enhance the solution's precision. However, it is of interest to notice that results of the baseline solution are dependent upon the software used. Hence, comprehensive studies should be performed shortly to derive the best practice to select the appropriate software.

• Journal of Positioning, Navigation, and Timing
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• 제11권2호
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• pp.83-89
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• 2022

For precise GNSS applications, the antenna phase center correction (PCC) is absolutely required. The PCC magnitude can reach the centimeter level with the antenna structure. In the present study, we first investigate the phase center offset (PCO) and phase center variation (PCO) of three different antenna models in two different reference frames, IGS08/igs08.atx and IGS14/igs14.atx. Clear L1 and L2 PCO differences were found between IGS08 and IGS14. In addition, the PCV showed characteristics that is dependent upon the signal direction (azimuth and elevation angle). The remarkable thing is that the changes of a Dorne Margolin choke-ring antenna model (AOAD/MT DOME) was very small in two reference frames. In order to analyze changes in positions according to different reference systems, GNSS data obtained from DAEJ, SUWN, and TSKB stations were processed by the precise point positioning (PPP) method. We suggest that an antenna PCO/PCV can affect the precise GNSS positioning on the order of several millimeters in two different reference frames.

• 한국항해항만학회지
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• 제29권8호
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• pp.763-770
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• 2005

위성을 이용한 측위 시스템인 광역위성항법시스템(GNSS : Global Navigation Satellite System)은 측량 및 항법 등에 정확한 위치, 속도 그리고 시간 정보를 제공함으로써 위치결정의 중요한 도구가 되어왔다. 미 국방성에 의해 개발되어 운용되고 있는 범세계적위치결정시스템인 GPS는 GNSS 시장에 독점적인 존재이므로, GNSS 사용자는 GPS에 의존할 수 밖에 없는 상황이다. 이런 독점 상황을 극복하기 위하여 러시아, 유럽 그리고 일본은 독자적인 위성항법시스템을 개발하기 시작하였다. 특히 유럽의 Galileo 시스템은 2008년 발사 목표로 진행되고 있다. 본 연구는 위성궤도를 생성하고 분석할 수 있도록 제작한 GIMS2005 프로그램을 이용하여 차세대 GNSS인 Galileo 시스템을 GPS와 비교 분석함에 있다. 본 실험은 GPS 단독 처리의 한계와 GPS/Galileo 결합 시스템의 이점을 인식할 수 있게 한다. 기하구조 분석은 가시위성수, 정밀도 저하율, 내부 신뢰도 그리고 외부 신뢰도를 GPS 단독 처리와 비교하여 분석된다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.2
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• pp.267-270
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• 2006

The International GNSS Service (IGS) has managed the global GNSS network and provided the highest quality GNSS data and products, which are GPS ephemerides, clock information and Earth orientation parameter, as the standard for GNSS. An important part of its works is to provide the precise orbits of GPS satellites. GPS satellites send their orbit information (broadcast ephemerides) to users and their accuracies are approximately 1.6 meters level, but those accuracies are not sufficient for the high precise applications which require millimeters precision. The current accuracies of the IGS final orbits are within 5 centimeters level and they are used for Earth science, meteorology, space science, and they are made by the IGS analysis centers and combined by the IGS analysis center coordinator. The techniques making the products are very difficult and require the high technology. The Korea Astronomy and Space Science Institute (KASI) studies to make the IGS products. In this study, we developed our own processing strategy and made GPS ephemerides using Bernese GPS software Ver. 5.0. We used the broadcast ephemerides as the initial orbits and processed the globally distributed 150 IGS stations. The result shows about 6 to 8 centimeters in root-mean-squares related to IGS final orbits in each day during a week. We expect that this study can contribute to secure our own high technology.

• 한국측량학회지
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• 제40권4호
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• pp.333-342
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• 2022

본 논문에서는 GNSS-RTK 정확도에 근거한 측량기기 성능 기준 마련의 당위성 제기와 국제표준을 적용한 정확도 성능검사 방안 모색하기 위해 「ISO 17123-8」에 의한 현장시험 절차와 방법을 고찰하고 이 표준을 적용한 관측실험을 수행하였다. ISO 표준에 따라 간이시험과 완전시험 절차를 적용해 5개 기종 GNSS 수신기가 RTK 방식으로 취득한 수평·높이 좌표가 기준정확도 이상이 되는지와 이들 좌표 정확도의 동등 여부를 통계검정 하였다. 그 결과 동일 등급 GNSS 수신기라 할지라도 RTK 정확도가 통계적으로 차이가 있을 수 있고 상이한 등급 수신기들도 그 정확도는 동등할 수 있는 것으로 나타났다. 이로부터 본 연구에서는 GNSS 상시관측 인프라의 고도화로 급증하는 실시간 측량 수요 대처 및 새로운 형태와 특징을 갖는 GNSS 수신기 활용성 제고를 위해 RTK 정확도 기반 측량기기 성능 기준 마련과 검사 방법의 도입 필요성을 제기하였다. 여기서, GNSS-RTK 정확도 평가에는 「ISO 17123-8」 따른 관측 시험 중 완전시험법의 두 분산의 비를 비교해 시험정확도가 기준정확도 이상임을 검사하는 방법이 적합한 것으로 판단하였다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.2
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• pp.77-82
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• 2006

Integrity plays a fundamental role in the feasibility of 'liability critical' applications. Road charging, e.g. road tolling in urban zones or on highways, represents a series of liability critical applications where a guarantee in integrity could be a true enabler: being the mechanism that prevents the incorrect charging of users and enabling the advancement of these applications using GNSS such as Galileo and EGNOS that provide integrity mechanisms. However, the integrity of the end user position is not guaranteed by the EGNOS and Galileo integrity services alone as provided. Algorithms have been developed to supply a guarantee on the performance attainable at the user level through the provision of a horizontal protection level that responds to local user conditions such as multipath or interference. In addition, an application has been developed that implements road charging mechanisms based on the availability of user-level integrity. Results obtained show that the user-level integrity algorithms provided the required level of integrity guarantee and granularity of the horizontal protection levels necessary for executing urban and rural (highway) road charging. In addition, the road charging application developed shows that the current application domain requirements can be met through the provision of guaranteed integrity and that further reductions in the horizontal protection levels along with increased signal availability will enable future road charging modalities.

• Journal of Positioning, Navigation, and Timing
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• 제6권4호
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• pp.149-157
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• 2017

In this study, a system that precisely determines the heave of ship hull was designed using time-differenced GNSS carrier phase measurement, and the performance was examined. First, a technique that calculates precise position relative to the original position based on TDCP measurement for point positioning using only one receiver was implemented. Second, to eliminate the long-cycle drift error occurring due to the measurement error that has not been completely removed by time-differencing, an easily implementable high-pass filter was designed, and the optimum coefficient was determined through an experiment. In a static experiment based on the precise heave measurement system implemented using low-cost commercial GNSS receiver and PC, the heave could be measured with a precision of 2 cm standard deviation. In addition, in a dynamic experiment where it moved up and down with an amplitude of 48 cm and a cycle of 20 seconds, precise heave without drift error could be determined. The system proposed in this study can be easily used for many applications, such as the altitude correction of fish detection radar.

• Journal of Positioning, Navigation, and Timing
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• 제10권4호
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• pp.263-269
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• 2021

The carrier-based differential global navigation satellite system (CD-GNSS) has been garnering significant attention as a promising technology for unmanned vehicles for its high accuracy. The CD-GNSS systems to be used for safety-critical applications should provide a certain level of integrity. The integrity of these systems must be analyzed under various conditions, including fault-free and satellite fault conditions. The systems should be able to detect the faults that can cause large biases on the user position errors and quantify the integrity risk by computing the protection level (PL) to protect the user against the faults that are left undetected. Prior work has derived and investigated the PL for the fault-free condition. In this study, the integrity of the CD-GNSS system under the fault condition is analyzed. The position errors caused by the satellite's fault are compared with the fault-free PL (PL_H0) to verify whether the integrity requirement can be met without computing the PLs for the fault conditions. The simulations are conducted by assuming the ephemeris fault, and the position errors are evaluated by changing the size of the ephemeris faults that missed detection. It was confirmed that the existing fault monitors do not guarantee that the position error under the fault condition does not exceed the PL_H0. Further, the impact of the faults on the position errors is discussed.

• 한국항공우주학회지
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• 제39권6호
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• pp.535-542
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• 2011

위성항법시스템은 다양한 분야에서 활용되고 있으며 정밀한 위성항법 위치 정보를 이용하여 자율주행차량(AGV: Autonomous Guided Vehicle)에 활용하는 연구가 진행되고 있다. 위성항법을 이용하여 AGV를 제어하는 경우 지상 시설의 설치 없이 위성항법 기반의 위치 정보를 저장하여 주행 경로를 설정하므로 기존 AGV에 비해 주행 경로 설정이 효율적이다. 특히 주행 경로 상에 장애물이 감지된 경우 기존 AGV의 경우 정해진 경로만을 주행하므로 정지해야만 한다. 그러나 위성항법 기반 AGV는 장애물을 피할 수 있는 주행 경로를 설정할 수 있으므로 연속적인 주행이 가능하다. 본 논문에서는 레이저 스캐너와 회피 벡터를 이용한 회피 경로 설정 알고리즘을 이용하여 위성항법 기반 AGV의 충돌 회피 시스템을 구성한 후 그 성능을 분석하였다.