• Title/Summary/Keyword: Master auxiliary correction

Search Result 3, Processing Time 0.017 seconds

Analysis of Positioning Accuracy Using LX GNSS Network RTK (LX 위성측위 인프라기반 네트워크 RTK를 이용한 측위성능 분석)

  • Ha, Jihyun;Kim, Hyun-ho;Jung, Wan-seok
    • Journal of Advanced Navigation Technology
    • /
    • v.19 no.6
    • /
    • pp.507-514
    • /
    • 2015
  • The Spatial information research institute of the LX Korea land and geospatial informatix corporation manages infrastructure for the LX global navigation satellite system (GNSS), which comprises 30 monitoring stations nationwide. Since 2014, it has conducted network real-time kinematic (RTK) tests using the master-auxiliary concept (MAC). This study introduces the infrastructure of LX GNSS and presents the results of a performance analysis of the LX RTK service. The analysis was based on a total of 25 cadastral topographic control points in Jeonju, Seoul, and Incheon. For each point, performance was measured over one observation, two repeated observations, and five repeated observations. The measurements obtained from LX MAC and the VRS of the National Geographic Information Institute were compared with the announced coordinates derived from cadastral topographic control points. As a result, the two systems were found to have similar performance with average error and standard deviation differing only by 1 to 2 cm.

Ambiguity Determination Technique for Multiple GPS Reference Stations using the Combination of L1/L2 Carrier Phase (L1/L2 측정치 조합을 이용한 GPS 기준국간 반송파 미지정수 결정 기법)

  • Park, Byung-Woon;Song, June-Sol;Kee, Chang-Don
    • Journal of Advanced Navigation Technology
    • /
    • v.15 no.5
    • /
    • pp.705-713
    • /
    • 2011
  • In this paper, we introduce two techniques for resolving integer ambiguities between reference stations, which is one of the most important processes in Network RTK correction generation process. Each techniques uses Hatch filter and combination of L1/L2 measurements and we used simulation data and real data to evaluate performance of the techniques. For evaluating performance of each technique, we compared corrections generated from user site and Network RTK. As a result, Network RTK with the technique which uses Hatch filter improves user performance much more than single baseline RTK does. Residual of user is smaller than a half size of wavelength so it does not affect user integer ambiguity resolution, however, it contains significant bias error. On the other hand, when we used the technique which uses combination of L1/L2 measurements, residual error of user is largely reduced compared to the technique using Hatch filter.

Establishment of LX GNSS Network and Accuracy Analysis of Network Real Time Kinematic (LX 대한지적공사 위성측위 인프라 구축 및 네트워크 실시간 이동측위 성능 분석)

  • Ha, Ji-Hyun;Kim, Hyun-Ho;Kim, Jae-Bok
    • Journal of Advanced Navigation Technology
    • /
    • v.18 no.6
    • /
    • pp.546-554
    • /
    • 2014
  • For improvement of network RTK performance in survey field, Spatial Information Research Institute (SIRI), LX Korea Cadastral Survey Corporation installed 30 GNSS permanent stations in Korea Peninsula, and has been running the MAC-based network RTK service as a test version. In this paper, we introduce the LX GNSS network and analyze the positioning accuracy of the LX MAC RTK service. For field test of the LX MAC RTK service, we installed temporally fixed anchor points and observed simultaneously with VRS of National Geographic Information Institute. As a result, the horizontal position differences and initial times of LX MAC with respect to NGII VRS are $1{\sim}2{\pm}1cm$ and <10 seconds, respectively.