• 제목/요약/키워드: precise point positioning

검색결과 124건 처리시간 0.021초

The Suggestion of Effective Measurement Techniques for Positioning Under Poor GPS Reference Network Condition

  • Park, Joon-Kyu;Jung, Kap-Yong
    • 한국측량학회지
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    • 제31권6_2호
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    • pp.539-547
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    • 2013
  • This research is suggesting the most effective positioning method for GPS based positioning when no GPS reference point is available in the neighborhood. For this purpose, we carried out positioning of the IGS realtime observatories in Australia in various conditions. According to the research, we were certainly assured the one reference point with a short baseline length is more effective for differential positioning than multiple reference points with a long baseline distance beyond 1,000km and suggested the precise point positioning based positioning method can be an excellent substitute when no reference point is available around an unknown point. The research result may be used as the basic data for accurate positioning in poor reference point environments, especially in Antarctica.

Development of Precise Point Positioning Method Using Global Positioning System Measurements

  • Choi, Byung-Kyu;Back, Jeong-Ho;Cho, Sung-Ki;Park, Jong-Uk;Park, Pil-Ho
    • Journal of Astronomy and Space Sciences
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    • 제28권3호
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    • pp.217-223
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    • 2011
  • Precise point positioning (PPP) is increasingly used in several parts such as monitoring of crustal movement and maintaining an international terrestrial reference frame using global positioning system (GPS) measurements. An accuracy of PPP data processing has been increased due to the use of the more precise satellite orbit/clock products. In this study we developed PPP algorithm that utilizes data collected by a GPS receiver. The measurement error modelling including the tropospheric error and the tidal model in data processing was considered to improve the positioning accuracy. The extended Kalman filter has been also employed to estimate the state parameters such as positioning information and float ambiguities. For the verification, we compared our results to other of International GNSS Service analysis center. As a result, the mean errors of the estimated position on the East-West, North-South and Up-Down direction for the five days were 0.9 cm, 0.32 cm, and 1.14 cm in 95% confidence level.

Precise Point Positioning using the BeiDou Navigation Satellite System in South Korea

  • Choi, Byung-Kyu;Cho, Chang-Hyun;Lee, Sang Jeong
    • Journal of Positioning, Navigation, and Timing
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    • 제4권2호
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    • pp.73-77
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    • 2015
  • Global Positioning System (GPS) Precise Point Positioning (PPP) has been extensively used for geodetic applications. Since December 2012, BeiDou navigation satellite system has provided regional positioning, navigation and timing (PNT) services over the Asia-Pacific region. Recently, many studies on BeiDou system have been conducted, particularly in the area of precise orbit determination and precise positioning. In this paper PPP method based on BeiDou observations are presented. GPS and BeiDou data obtained from Mokpo (MKPO) station are processed using the Korea Astronomy and Space Science Institute Global Navigation Satellite System (GNSS) PPP software. The positions are derived from the GPS PPP, BeiDou B1/B2 PPP and BeiDou B1/B3 PPP, respectively. The position errors on BeiDou PPP show a mean bias < 2 cm in the east and north components and approximately 3 cm in the vertical component. It indicates that BeiDou PPP is ready for the precise positioning applications in the Asia-Pacific region. In addition, BeiDou tropospheric zenith total delay (ZTD) is compared to GPS ZTD at MKPO station. The mean value of their difference is approximately 0.52 cm.

Multi-GNSS Kinematic Precise Point Positioning: Some Results in South Korea

  • Choi, Byung-Kyu;Cho, Chang-Hyun;Lee, Sang Jeong
    • Journal of Positioning, Navigation, and Timing
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    • 제6권1호
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    • pp.35-41
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    • 2017
  • Precise Point Positioning (PPP) method is based on dual-frequency data of Global Navigation Satellite Systems (GNSS). The recent multi-constellations GNSS (multi-GNSS) enable us to bring great opportunities for enhanced precise positioning, navigation, and timing. In the paper, the multi-GNSS PPP with a combination of four systems (GPS, GLONASS, Galileo, and BeiDou) is analyzed to evaluate the improvement on positioning accuracy and convergence time. GNSS observations obtained from DAEJ reference station in South Korea are processed with both the multi-GNSS PPP and the GPS-only PPP. The performance of multi-GNSS PPP is not dramatically improved when compared to that of GPS only PPP. Its performance could be affected by the orbit errors of BeiDou geostationary satellites. However, multi-GNSS PPP can significantly improve the convergence speed of GPS-only PPP in terms of position accuracy.

Development of the Kinematic Global Positioning System Precise Point Positioning Method Using 3-Pass Filter

  • Choi, Byung-Kyu;Roh, Kyoung-Min;Cho, Sung-Ki;Park, Jong-Uk;Park, Pil-Ho;Lee, Sang-Jeong
    • Journal of Astronomy and Space Sciences
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    • 제29권3호
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    • pp.269-274
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    • 2012
  • Kinematic global positioning system precise point positioning (GPS PPP) technology is widely used to the several area such as monitoring of crustal movement and precise orbit determination (POD) using the dual-frequency GPS observations. In this study we developed a kinematic PPP technology and applied 3-pass (forward/backward/forward) filter for the stabilization of the initial state of the parameters to be estimated. For verification of results, we obtained GPS data sets from six international GPS reference stations (ALGO, AMC2, BJFS, GRAZ, IENG and TSKB) and processed in daily basis by using the developed software. As a result, the mean position errors by kinematic PPP showed 0.51 cm in the east-west direction, 0.31 cm in the north-south direction and 1.02 cm in the up-down direction. The root mean square values produced from them were 1.59 cm for the east-west component, 1.26 cm for the south-west component and 2.95 cm for the up-down component.

Precision Assessment of Near Real Time Precise Orbit Determination for Low Earth Orbiter

  • Choi, Jong-Yeoun;Lee, Sang-Jeong
    • Journal of Astronomy and Space Sciences
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    • 제28권1호
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    • pp.55-62
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    • 2011
  • The precise orbit determination (POD) of low earth orbiter (LEO) has complied with its required positioning accuracy by the double-differencing of observations between International GNSS Service (IGS) and LEO to eliminate the common clock error of the global positioning system (GPS) satellites and receiver. Using this method, we also have achieved the 1 m positioning accuracy of Korea Multi-Purpose Satellite (KOMPSAT)-2. However double-differencing POD has huge load of processing the global network of lots of ground stations because LEO turns around the Earth with rapid velocity. And both the centimeter accuracy and the near real time (NRT) processing have been needed in the LEO POD applications--atmospheric sounding or urgent image processing--as well as the surveying. An alternative to differential GPS for high accuracy NRT POD is precise point positioning (PPP) to use measurements from one satellite receiver only, to replace the broadcast navigation message with precise post processed values from IGS, and to have phase measurements of dual frequency GPS receiver. PPP can obtain positioning accuracy comparable to that of differential positioning. KOMPSAT-5 has a precise dual frequency GPS flight receiver (integrated GPS and occultation receiver, IGOR) to satisfy the accuracy requirements of 20 cm positioning accuracy for highly precise synthetic aperture radar image processing and to collect GPS radio occultation measurements for atmospheric sounding. In this paper we obtained about 3-5 cm positioning accuracies using the real GPS data of the Gravity Recover and Climate Experiment (GRACE) satellites loaded the Blackjack receiver, a predecessor of IGOR. And it is important to reduce the latency of orbit determination processing in the NRT POD. This latency is determined as the volume of GPS measurements. Thus changing the sampling intervals, we show their latency to able to reduce without the precision degradation as the assessment of their precision.

지진 및 지각변동 감지를 위한 정밀절대측위 솔루션 개발 (Development of Precise Point Positioning Solution for Detection of Earthquake and Crustal Movement)

  • 박준규;김민규
    • 한국산학기술학회논문지
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    • 제14권9호
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    • pp.4587-4592
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    • 2013
  • GPS는 측량, 지도제작 및 항법 이외에도 고정밀 측위에 의한 세계기준좌표계 설정, 지구 자전축의 회전계수 결정, 지진 및 지각변동 감지 등과 같은 지구과학 분야의 필수적인 방법으로 인식되고 있다. 그러나 정밀 해석결과를 얻기 위해서는 자료처리를 위한 전문지식과 비용 투자가 필요하므로, 사용자들이 손쉽게 결과를 획득할 수 있는 방안이 필요하다. 이에 본 연구에서는 비전문가도 정밀절대측위 방법으로 GPS 자료처리가 가능한 정밀절대측위 솔루션을 개발하고자 하였다. 연구를 통해 자료처리에 필요한 최소 정보만을 입력함으로써 사용자의 편의성을 크게 향상시킨 솔루션을 개발하였다. 또한 국토지리정보원에서 제공하는 위성기준점의 관측자료를 정밀절대측위로 처리하여, 지각변동 속도를 산출하고, ITRF에서 제공하는 지각변동 속도와 비교를 통해 정밀절대측위 솔루션을 이용한 지진 및 지각변동 감지가 가능함을 제시하였다.

GPS 예측궤도력을 이용한 정밀단독측위 정확도 분석 (Accuracy Analysis of Precise Point Positioning Using Predicted GPS Satellite Orbits)

  • 하지현;허문범;남기욱
    • 한국항행학회논문지
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    • 제16권5호
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    • pp.752-759
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    • 2012
  • 본 논문에서는 IGS 예측궤도력을 이용한 준실시간 정밀단독측위 위치추정 정확도를 분석하였다. 그 결과 2010년 1년 동안 평균오차 1~1.6cm, 표준편차 1~1.3cm로 신속궤도력과 유사한 정밀도 달성이 가능했다. 궤도 이상이 나타난 날 중 44%에서 10cm 이상의 좌표오차가 관측되었으며, 최대 1.7km, 평균오차 최대 308m 수준으로 나타났다. 따라서 예측궤도력을 활용 시 사전에 궤도력 이상현상에 대한 점검이 반드시 필요할 것으로 판단된다.

Development and Positioning Accuracy Assessment of Precise Point Positioning Algorithms Based on GLONASS Code-Pseudorange Measurements

  • Kim, Mi-So;Park, Kwan-Dong;Won, Jihye
    • Journal of Positioning, Navigation, and Timing
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    • 제3권4호
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    • pp.155-161
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    • 2014
  • The purpose of this study is to develop precise point positioning (PPP) algorithms based on GLONASS code-pseudorange, verify their performance and present their utility. As the basic correction models of PPP, we applied Inter Frequency Bias (IFB), relativistic effect, satellite antenna phase center offset, and satellite orbit and satellite clock errors, ionospheric errors, and tropospheric errors that must be provided on a real-time basis. The satellite orbit and satellite clock errors provided by Information-Analytical Centre (IAC) are interpolated at each observation epoch by applying the Lagrange polynomial method and linear interpolation method. We applied Global Ionosphere Maps (GIM) provided by International GNSS Service (IGS) for ionospheric errors, and increased the positioning accuracy by applying the true value calculated with GIPSY for tropospheric errors. As a result of testing the developed GLONASS PPP algorithms for four days, the horizontal error was approximately 1.4 ~ 1.5 m and the vertical error was approximately 2.5 ~ 2.8 m, showing that the accuracy is similar to that of GPS PPP.

정밀절대측위(PPP)기법에 의한 GPS 기준점 좌표의 산정 (The Coordinates Computation of the GPS Base Station by Precise Point Positioning)

  • 이용창
    • 한국측량학회지
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    • 제17권2호
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    • pp.145-152
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    • 1999
  • 제트추진연구소(JPL : Jet Propulsion Laboratory)에서는 매일 전세계에 분포된 정밀 측지용 GPS수신기의 광역망으로 부터 관측자료를 수집하고 분석하여 정밀한 GPS transmitter parameters (위성의 위치력 및 시계 보정값)를 산정하고 있으며 이를 이용한 자동화된 GPS 자료 해석 서비스를 제공하고 있다. 본 연구에서는 한측점의 2주파 GPS수신기로부터 획득한 위성관측자료를 E-mail 및 ftp(file transfer protocol)로 JPL의 주컴퓨터에 연결시켜 JPL의 정밀 GPS transmitter parameters 및 Gipsy/Oasis-II (GOA-II) s/w를 활용한 정밀절대측위(PPP : Precise Point Positioning)기법의 정밀도를 분석하고 PPP에 의한 GPS기준점 좌표의 산정 방안을 검토한 것이다. 검토결과, X, Y, Z 직교좌표계에서 수 cm급의 위치결정이 가능하였다.

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