• 제목/요약/키워드: single-GNSS

검색결과 80건 처리시간 0.027초

Field research for Advanced GPS Network RTK Solution

  • Kang, Sang-Gu;Cranenbroeck, Joel van;Oh, Sang-Hoon
    • 한국항해항만학회:학술대회논문집
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    • 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.1
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    • pp.411-415
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    • 2006
  • In recent years there has been considerable interest in the network GPS RTK surveying. Single RTK has some limit in long distance and it has an accuracy problem depend on the baseline length. The significant improvement of GPS network technology, RTCM V3.0 correction format and telecommunication technology can eliminate the weakness of single GPS RTK. This paper is the practical field result of GPS network RTK.

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Along-Track Position Error Bound Estimation using Kalman Filter-Based RAIM for UAV Geofencing

  • Gihun, Nam;Junsoo, Kim;Dongchan, Min;Jiyun, Lee
    • Journal of Positioning, Navigation, and Timing
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    • 제12권1호
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    • pp.51-58
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    • 2023
  • Geofencing supports unmanned aerial vehicle (UAV) operation by defining stay-in and stay-out regions. National Aeronautics and Space Administration (NASA) has developed a prototype of the geofencing function, SAFEGUARD, which prevents stayout region violation by utilizing position estimates. Thus, SAFEGUARD depends on navigation system performance, and the safety risk associated with the navigation system uncertainty should be considered. This study presents a methodology to compute the safety risk assessment-based along-track position error bound under nominal and Global Navigation Satellite Systems (GNSS) failure conditions. A Kalman filter system using pseudorange measurements as well as pseudorange rate measurements is considered for determining the position uncertainty induced by velocity uncertainty. The worst case pseudorange and pseudorange rate fault-based position error bound under the GNSS failure condition are derived by applying a Receiver Autonomous Integrity Monitor (RAIM). Position error bound simulations are also conducted for different GNSS fault hypotheses and constellation conditions with a GNSS/INS integrated navigation system. The results show that the proposed along-track position error bounds depend on satellite geometries caused by UAV attitude change and are reduced to about 40% of those of the single constellation case when using the dual constellation.

Comparison of Numerical Orbit Integration between Runge-Kutta and Adams-Bashforth-Moulton using GLObal NAvigation Satellite System Broadcast Ephemeris

  • Son, Eunseong;Lim, Deok Won;Ahn, Jongsun;Shin, Miri;Chun, Sebum
    • Journal of Positioning, Navigation, and Timing
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    • 제8권4호
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    • pp.201-208
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    • 2019
  • Numerical integration is necessary for satellite orbit determination and its prediction. The numerical integration algorithm can be divided into single-step and multi-step method. There are lots of single-step and multi-step methods. However, the Runge-Kutta method in single-step and the Adams method in multi-step are generally used in global navigation satellite system (GNSS) satellite orbit. In this study, 4th and 8th order Runge-Kutta methods and various order of Adams-Bashforth-Moulton methods were used for GLObal NAvigation Satellite System (GLONASS) orbit integration using its broadcast ephemeris and these methods were compared with international GNSS service (IGS) final products for 7days. As a result, the RMSE of Runge-Kutta methods were 3.13m and 4th and 8th order Runge-Kutta results were very close and also 3rd to 9th order Adams-Bashforth-Moulton results. About result of computation time, this study showed that 4th order Runge-Kutta was the fastest. However, in case of 8th order Runge-Kutta, it was faster than 14th order Adams-Bashforth-Moulton but slower than 13th order Adams-Bashforth-Moulton in this study.

Investigating the effects of ultra-rapid, rapid vs. final precise orbit and clock products on high-rate GNSS-PPP for capturing dynamic displacements

  • Yigit, Cemal O.;El-Mowafy, Ahmed;Bezcioglu, Mert;Dindar, Ahmet A.
    • Structural Engineering and Mechanics
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    • 제73권4호
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    • pp.427-436
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    • 2020
  • The use of final IGS precise orbit and clock products for high-rate GNSS-PPP proved its effectiveness in capturing dynamic displacement of engineering structures caused by earthquakes. However, the main drawback of using the final products is that they are available after approximately two weeks of data collection, which is not suitable for timely measures after an event. In this study, the use of ultra-rapid products (observed part), which are available after a few hours of data collection, and rapid products, which are available in less than 24 hrs, are investigated and their results are compared to the more precise final products. The tests are designed such that harmonic oscillations with different frequencies and amplitudes and ground motion of a simulated real earthquake are generated using a single axis shake table and the PPP was used to capture these movements by monitoring time-change of the table positions. To evaluate the accuracy of PPP using ultra-rapid, rapid and final products, their results were compared with relative GNSS positioning and LVDT (Linear Variable Differential Transformer) data, treated as reference. The results show that the high-rate GNSS-PPP solutions based on the three products can capture frequencies of harmonic oscillations and dynamic displacement with good accuracy. There were slight differences between ultra-rapid, rapid and final products, where some of the tested events indicated that the latter two produced are more accurate and provide better results compared to the ultra-rapid product for monitoring short-term dynamic displacements.

Ionospheric Responses to the Earthquake in the Gulf of Alaska and the Kusatsu-Shiranesan Volcanic Eruption on 23 January 2018

  • Shahbazi, Anahita;Park, Jihye
    • Journal of Positioning, Navigation, and Timing
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    • 제11권4호
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    • pp.305-316
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    • 2022
  • Numerous research revealed a strong association between the ionospheric perturbations and various natural hazards. The ionospheric measurements from Global Navigation Satellite System (GNSS) observations provide the state of electron contents in the ionosphere that contributes to investigate the source events. In this study, two geophysical events occurred on 23 January 2018, the 7.9 Mw earthquake in Alaska and Kusatsu-Shiranesan volcanic eruption in Japan, are examined to characterize the fingerprint of each event in the ionosphere. Firstly, we extracted the Total Electron Content (TEC) from GNSS measurements, then isolated disturbed wave signatures from the TEC measurements that is referred to as a traveling ionospheric disturbance (TID). As TIDs are short-term ionospheric variations, the major trend of GNSS TEC measurements should be properly removed. We applied a natural neighbor interpolation method together with a leave-one-out cross validation technique for detrending. After detrending the TEC, the remaining signals are further enhanced by applying a band-pass filter and TIDs are detected from them. Finally, the detected TIDs are verified as the response of the ionosphere to Kusatsu-Shiranesan volcanic eruption and Gulf of Alaska earthquake which propagated through the ionosphere with an average velocity of 530 m/s and 724 m/s, respectively. In addition, a coherence analysis is conducted to discriminate between the signatures from a volcanic explosion and an earthquake. The analysis reveals the TID waveforms from each single event are highly correlated, while a low correlation is found between the TIDs from the earthquake and explosion. This study supports the claim that different geophysical events induce the distinctive characteristics of TIDs that are detectable by the ionospheric measurements of GNSS.

지적재조사 측량방법의 정확도 비교 및 정확도 향상방안 연구 (A Study on Accuracy Evaluation and Accuracy Improvement in Cadastral Re-survey Surveying Method)

  • 이석배;어수창;서용운
    • 대한공간정보학회지
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    • 제22권4호
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    • pp.39-46
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    • 2014
  • 네트워크 RTK측량은 단일기준국 RTK측량의 한계를 극복하고자 개발된 GNSS 위치결정기술로 그 정확도와 효율성이 높아 일반측량, 지적측량 및 엔지니어링측량 등에서 많이 활용되고 있다. 지적재조사측량규정에서는 네트워크 RTK, 단일기준국 RTK와 정지측위를 지적재조사측량방법으로 규정하고 있는데, 본 연구에서는 경남 하동의 지적재조사측량지역을 대상으로 측량규정에 정한 방법인 네트워크 RTK와 정지측위 방식에 의한 기준점측량을 실시하고 그 결과를 비교하였다. 아울러 네트워크 RTK 측량의 정확도를 개선시키고자 사이트 캘리브레이션을 실시하고 경계점 측량을 수행하였으며 이를 사이트 캘리브레이션 실시없이 네트워크 RTK(VRS) 측량을 수행한 측량결과와 비교하였다. 연구결과 네트워크 RTK 방식과 정지측위 방식의 평균오차는 두 개 지구에서 각각 2.44cm와 1.53cm로 나타났고, 캘리브레이션을 실시한 경우에는 네트워크 RTK 방식과 정지측위 방식의 평균오차값이 두 개 지구에서 각각 0.19cm와 0.82cm로 나타나 캘리브레이션의 효과를 확인할 수 있었다.

상관 함수의 기울기 차에 기반한 GNSS의 부호 추적 기법 (A GNSS Code Tracking Scheme Based in Slope Difference of Correlation Outputs)

  • 유승수;유승환;정다해;안상호;윤석호;김선용
    • 한국통신학회논문지
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    • 제33권6C호
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    • pp.505-511
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    • 2008
  • 위성 항법 시스템은 (global navigation satellite system, GNSS) 통신 물리계층으로 직접 수열 확산 대역 (direct sequence/spread spectrum, DS/SS) 시스템을 사용하고 있다. DS/SS 시스템은 확산된 정보를 복원하기 위해 한 칩 (chip) 또는 그 이하로 동기를 맞추는 획득 단계와 정확한 동기를 결정하고 유지하는 추적 단계를 수행한다. 가장 널리 알려진 추적 기법은 상관 값의 대칭성을 이용해 부호를 추적하는 $\Delta$-DLL이다 (single delta delay lock loop). 여기서, $\Delta$는 이른-늦은 상관 값의 상관 시간 옵셋 간격을 뜻한다. $\Delta$-DLL은 이상적인 환경에서 최적 부호 추적 기법이다. 그러나 이 기법은 다중경로 환경에서 상관 함수의 대칭성이 깨짐으로 인해 판별기 출력이 비대칭으로 나타나기 때문에 큰 추적 편이를 갖는다. 추적 편이는 정착한 동기 시점과 추적이 완료되어 결정한 동기 시점의 차이를 의미한다. 이러한 추적 편이를 감소시키기 위한 기법으로 작은 $\Delta$를 사용한 $\Delta$-DLL과 두 개의 $\Delta$-DLL을 조합한 ${\Delta}^{(2)}$-DLL이 (double delta DLL) 제안되었다. 그러나 두 기법 모두 여전히 추적 편이가 존재하며, 작은 $\Delta$를 사용하기 때문에 추적 단계의 동적 영역이 줄어들어 정확한 획득 단계가 요구되는 단점을 갖고 있다. 본 논문에서는 추적 편이를 효과적으로 줄이면서도 정확한 획득 단계가 요구되지 않는 상관 값의 최대 기울기 변화에 기반한 추적 편이 감소 기법을 제안한다.

Echosounder와 GNSS 기반 해저지형측량시스템의 구축 (Construction of Sea-Floor Topographic Survey System Based on Echosounder and GNSS)

  • 이진덕;최용진;이재빈
    • 한국지리정보학회지
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    • 제26권1호
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    • pp.56-68
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    • 2023
  • 본 연구에서는 소규모 해역을 대상으로 한 해양수심측량을 위해 단빔 음향측심기와 GNSS를 조합하여 해상에서 수평위치와 수심을 동시에 연속적으로 관측하여 해저지형정보를 추출하는 시스템을 구축하고 실측에 적용함으로써 수심측량 및 해저지형데이터 획득의 효용성을 검토하고자 하였다. 개발한 외업용 프로그램 DS-NAV와 내업용 프로그램 DS-CAD를 이용하고 대상 해역의 실측 당시 조위데이터를 적용함으로써 기준면(약최저저조면)을 기준으로 한 수심측량 성과를 도출할 수 있었으며, 또한 자동 구축된 데이터베이스로부터 해저지형을 3D 모델링하고 단면도 등을 추출할 수 있었다. 본 연구결과는 소규모 해역에서 해저지형정보를 추출하거나 해상 준설시공현장 등에 경제적으로 활용할 수 있을 것으로 기대된다.

NeQuick G의 TEC 예측 개선을 위한 지역 최적화 기법 연구 (Regional Optimization of NeQuick G Model for Improved TEC Estimation)

  • 이재령;선기영;최헌호;이지윤
    • Journal of Positioning, Navigation, and Timing
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    • 제13권1호
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    • pp.63-73
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    • 2024
  • NeQuick G is the ionosphere model utilized by Galileo single-frequency users to estimate the ionospheric delay on each user-satellite link. The model is characterized by the effective ionization level (Az) index, determined by a modified dip latitude (MODIP) and broadcast coefficients derived from daily global space weather observations. However, globally fitted Az coefficients may not accurately represent ionosphere within local area. This study introduces a method for regional ionospheric modeling that searches for locally optimized Az coefficients. This approach involves fitting TEC output from NeQuick G to TEC data collected from GNSS stations around Korea under various ionospheric conditions including different seasons and both low and high solar activity phases. The optimized Az coefficients enable calculation of the Az index at any position within a region of interest, accounting for the spatial variability of the Az index in a polynomial function of MODIP. The results reveal reduced TEC estimation errors, particularly during high solar activity, with a maximum reduction in the RMS error by 85.95%. This indicates that the proposed method for NeQuick G can effectively model various ionospheric conditions in local areas, offering potential applications in GNSS performance analyses for local areas by generating various ionospheric scenarios.

Development of Image-based Assistant Algorithm for Vehicle Positioning by Detecting Road Facilities

  • Jung, Jinwoo;Kwon, Jay Hyoun;Lee, Yong
    • 한국측량학회지
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    • 제35권5호
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    • pp.339-348
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    • 2017
  • Due to recent improvements in computer processing speed and image processing technology, researches are being actively carried out to combine information from a camera with existing GNSS (Global Navigation Satellite System) and dead reckoning. In this study, the mathematical model based on SPR (Single Photo Resection) is derived for image-based assistant algorithm for vehicle positioning. Simulation test is performed to analyze factors affecting SPR. In addition, GNSS/on-board vehicle sensor/image based positioning algorithm is developed by combining image-based positioning algorithm with existing positioning algorithm. The performance of the integrated algorithm is evaluated by the actual driving test and landmark's position data, which is required to perform SPR, based on simulation. The precision of the horizontal position error is 1.79m in the case of the existing positioning algorithm, and that of the integrated positioning algorithm is 0.12m at the points where SPR is performed. In future research, it is necessary to develop an optimized algorithm based on the actual landmark's position data.