• Title/Summary/Keyword: GPS(Global Positioning System

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An Experimental Investigation on Broadcast Intervals and Sequences of GPS CNAV, QZSS LNAV/CNAV, and BDS CNAV/CNAV-2 (GPS CNAV, QZSS LNAV/CNAV 및 BDS CNAV/CNAV-2의 방송 주기와 시퀀스에 대한 실험적 분석)

  • Kihyun Kim;Yongrae Jo;Byungwoon Park;O-Jong Kim
    • Journal of Positioning, Navigation, and Timing
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    • v.13 no.3
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    • pp.319-329
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    • 2024
  • Various structures of navigation messages in Global Navigation Satellite System (GNSS) signals can be categorized into fixed, packetized, and mixed types, each with different broadcast intervals and sequences. In the fixed format, the broadcast intervals and sequences of navigation messages of Global Positioning System (GPS) L1 C/A and BDS B1I are strictly defined in the Interface Control Document (ICD). Navigation messages of GPS L2C, L5, Quasi-Zenith Satellite System (QZSS) L2C, L5, and BeiDou Navigation Satellite System (BDS) B1C are in a packetized format, and their broadcast sequence is not explicitly specified in the ICD; only the maximum broadcast intervals are described. In the mixed format, signals such as GPS L1C, QZSS L1 C/A, L1C, and BDS B2a exhibit both fixed and packetized patterns. Sequences of certain parts of the message are not defined. Therefore, in this study, experimental-based investigations were additionally conducted alongside an ICD investigation to analyze the current broadcast intervals and sequences of GNSS navigation messages.

Test Results of Wide-Area Differential Global Positioning System with Combined Use of Precise Positioning Service and Standard Positioning Service Receiver

  • Kim, Kap Jin;Ahn, Jae Min
    • Journal of Positioning, Navigation, and Timing
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    • v.10 no.1
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    • pp.43-48
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    • 2021
  • Most existing studies on the wide-area differential global positioning system (WADGPS) used standard positioning service (SPS) receivers in their observation reference stations which provide the central control station global positioning system (GPS) measurements to generate augmentation data. In the present study, it is considered to apply a precise positioning service (PPS) receiver to an observation reference station which is located in the threatened jamming area. Therefore, the reference station network consists of a PPS receiver based observation reference station and SPS receiver based observation reference stations. In this case, to maintain correction performance P1C1 differential code bias (DCB) should be compensated. In this paper, P1C1 DCB estimation algorithm was applied to the PPS/WADGPS system and performance test results using measurements in the Korean Peninsula were presented.

Validation of the Atmospheric Infrared Sounder Water Vapor Retrievals Using Global Positioning System: Case Study in South Korea

  • Won, Ji-Hye;Park, Kwan-Dong;Kim, Du-Sik;Ha, Ji-Hyun
    • Journal of Astronomy and Space Sciences
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    • v.28 no.4
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    • pp.291-298
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    • 2011
  • The atmospheric infrared sounder (AIRS) sensor loaded on the Aqua satellite observes the global vertical structure of atmosphere and enables verification of the water vapor distribution over the entire area of South Korea. In this study, we performed a comparative analysis of the accuracy of the total precipitable water (TPW) provided as the AIRS level 2 standard retrieval product by Jet Propulsion Laboratory (JPL) over the South Korean area using the global positioning system (GPS) TPW data. The analysis TPW for the period of one year in 2008 showed that the accuracy of the data produced by the combination of the Advanced Microwave Sounding Unit sensor with the AIRS sensor to correct the effect of clouds (AIRS-X) was higher than that of the AIRS IR-only data (AIRS-I). The annual means of the root mean square error with reference to the GPS data were 5.2 kg/$m^2$ and 4.3 kg/$m^2$ for AIRS-I and AIRS-X, respectively. The accuracy of AIRS-X was higher in summer than in winter while measurement values of AIRS-I and AIRS-X were lower than those of GPS TPW to some extent.

The Digital Road Map Using World Geodetic System-84 Coordinates System (WGS-84 좌표계에 의한 수치지도 작성)

  • 배상진;최철웅;강인준
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.15 no.2
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    • pp.269-275
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    • 1997
  • Car Navigation System with Global Positioning System (GPS) can display position direction and the shortest cut of one's destination. The position datum for GPS in World Geodetic System 1984 (WGS-84) coordinates system need to transform Bessel coordinates system and process Map projection. Since 1987, GPS has used the WGS-84. WGS-84 is a geocentric equipotential ellipsoid of revolution which is defined four parameters. In this study, by comparing the digitized topographical map with the digital map of GPS datum we can consider the technique of WGS84 digital map.

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Analysis for Influence and Geometry of GPS/Galileo System (GPS/Galileo 시스템의 기하구조 및 영향 분석)

  • Lee Jae-One
    • Journal of Navigation and Port Research
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    • v.29 no.8 s.104
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    • pp.763-770
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    • 2005
  • Global Navigation Satellite System (GNSS) has become an indispensable tool for providing precise position, velocity and time information for many applications like traditional surveying and navigation etc. However, Global Positioning System (GPS), which was developed and is maintained and operated by the U.S. Department of Defence (DoD), has monopolized the world industry and market, and hence there exists the situation that most of GNSS users absolutely depend upon the GPS. In order to overcome the monopoly, some countries, such as Russia, Japan and European Union (EU), have developed their own GNSSs, so-called GLONASS, JRANS and Galileo systems. Among them, the most prospective system in near future is EU's Galileo system scheduled to launch in 2008. This research has focused on the next generation GNSS system based on GPS and Gralileo system with developing a GNSS simulation software, named as GIMS2005, which generates and analyzes satellite constellation and measurements. Based on the software, a variety of simulation tests have been carried out to recognize limits of GPS-only system and potential benefits of integrated GPS/Galileo positioning. Geometry simulation results have showed that comparing with GPS-only case, the number qf visual satellites, Dilution of Precision (DOP) values, internal reliabilities and external reliabilities.

THE IMPROVEMENT OF POSITION ACCURACY USING INVERTED DGPS (NVERTED DGPS를 이용한 위치 정밀도 향상)

  • 이상혁;최규홍;박종욱;박필호
    • Journal of Astronomy and Space Sciences
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    • v.18 no.1
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    • pp.63-70
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    • 2001
  • IDGPS(Inverted Differential Global Positioning System) is one of technique improving the accuracy of GPS positioning and is mostly used for tracking an automatic vehicle. In the IDGPS, the user send it’s GPS position and related satellite information to dispatcher, and the corrections are made at the dispatcher to get corrected user position. IDGPS suffered correction degradation as the baseline become large. This problem is resolved using NIDGPS(Network IDGPS). As the experimental results are demonstrated, the improvement of position accuracy using IDGPS and NIDGPS is verified.

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A Preliminary Implementation Study of TDMA-based Positioning System Utilizing USRP and GNU Radio

  • Yoo, Won Jae;Choi, Kwang Ho;Lim, JoonHoo;Kim, La Woo;So, Hyoungmin;Lee, Hyung Keun
    • Journal of Positioning, Navigation, and Timing
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    • v.6 no.3
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    • pp.95-104
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    • 2017
  • Positioning signals transmitted by Global Positioning System (GPS) satellites located at approximately 20,000 km height is very weak. For the reason, GPS signals are vulnerable to intentional jamming and unintentional disturbance. Recently, the number of jamming has been increased significantly all over the world. For the applications where continuous and reliable positioning is required when GPS jammers are activated, other positioning systems are strongly required. In this work, a set of Time Division Multiple Access (TDMA)-based transmitters and receivers utilizing Universal Software Radio Peripheral (USRP) and GNU Radio are designed and implemented. To eliminate the undesirable effects of GPS jamming, a frequency band which does not overlap L band is utilized. To demonstrate the accuracy of the proposed method, an experiment was performed.

Feasibility Study of Structural Behavior Monitoring Using GPS and Accelerometer (GPS와 가속도계를 이용한 구조물 거동모니터링의 타당성 연구)

  • Han, Jung Hun;Ryu, Sung Chan;Cho, Doo Yong;Park, Sun Kyu
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.16 no.3
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    • pp.11-22
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    • 2012
  • In this study, problems of RTK (Real Time Kinematic)-GPS (Global Positioning System) and an accelerometer sensor when applied to structures were experimentally identified through a comparison between results of the displacement measurement using the RTK-GPS, the accelerometer, and LVDT (Linear variable differential transformer). Integrated displacement was calculated by the improved RTK-GPS and accelerometer on the frequency of observation and positioning accuracy. This integrated displacement was also compared with that of LVDT to check the validity of application and feasibility.