• Title/Summary/Keyword: 측위 시스템

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Experimental Comparison of Software for Real-time GPS Precision Positioning (실시간 GPS 정밀측위를 위한 소프트웨어의 실험적 비교)

  • Lee, Ki-Do;Choi, Yun-Soo;Lee, Im-Pyeong;Sa, Seok-Jae
    • 한국공간정보시스템학회:학술대회논문집
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    • 2005.05a
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    • pp.299-304
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    • 2005
  • GPS 기술의 빠른 발전에 힘입어 정밀 측위 분야에도 GPS의 활용은 증가하고 있다. GPS로부터 정밀한 좌표를 획득하기 위해서 GPS 신호에서 모호 정수 값을 정확하게 결정하는 것이 중요하다. 이를 위해 기존에는 다중시점(multi-epoch) 데이터를 사용한 방법이 일반적이었으나 최근에 단일시점(single-epoch) 데이터를 이용한 방법이 개발되었다. 이에 본 연구는 각각의 방법이 구현된 세 가지 소프트웨어를 활용하여 GPS 기선해석과 관련된 다양한 실험을 수행하여 결과를 분석하였다. 이를 통해 실시간 정밀 측위에 대한 이용 가능성을 검증하였다.

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정밀측위.통신용 임펄스 UWB SoC 설계기술

  • Kim, Cheon-Su;Kim, Jae-Yeong
    • Information and Communications Magazine
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    • v.25 no.12
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    • pp.19-25
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    • 2008
  • 유비쿼터스 홈, 인명 방재, 지능형 로봇 등에 응용하기 위한 IEEE 802.15.4a 시스템은 실내에서 1m 이하의 측위 기능, 수Kbps ${\sim}$ 수Mbps의 통신 기능, 4개 이상의 SOP (Simultaneous Operating Pico-net), 30m이상의 통신거리 및 저전력을 요구한다. 이러한 표준을 수용하는 정밀측위 기능과 통신기능을 동시에 가지는 임펄스UWB SoC설계, 제작 및 시험기술에 대해서 언급하였다.

도심지 DMB 기반 DGPS 측위 정확도에 관한 연구

  • Lim, Young-min;Lee, Seung-churl;Kim, Young-jae;Lee, Byoung-gon
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2014.10a
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    • pp.280-282
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    • 2014
  • DMB 기반 DGPS 시스템은 기존 중파 DGPS의 음영구역 해소 및 내륙에서의 DGPS 이용자 활성화를 목적으로 개발된 전달매체이다. 본 연구는 향후 유동인구와 교통량이 많아 이용 수요가 크게 예상되며, 멀티패스 등의 영향으로 측위 오차가 큰 도심에서 저가형 수신기를 이용하여 실제 기준국 및 가상 기준국의 DGPS 보정정보를 DMB 기반으로 수신하여 수신환경 수신기별 정지측량과 이동측위를 측정한 결과를 분석하였다.

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Evaluating of the Effectiveness of RTK Surveying Performance Based on Low-cost Multi-Channel GNSS Positioning Modules (다채널 저가 GNSS 측위 모듈기반 RTK 측량의 효용성 평가)

  • Kim, Chi-Hun;Oh, Seong-Jong;Lee, Yong-Chang
    • Journal of Cadastre & Land InformatiX
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    • v.52 no.2
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    • pp.53-65
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    • 2022
  • According to the advancement of the GNSS satellite positioning system, the module of hardware and operation software reflecting accuracy and economical efficiency is implemented in the user sector including the multi-channel GNSS receiver, the multi-frequency external antenna and the mobile app (App) base public positioning analysis software etc., and the multichannel GNSS RTK positioning of the active configuration method (DIY, Do it yourself) is possible according to the purpose of user. Especially, as the infrastructure of multi-GNSS satellite is expanded and the potential of expansion of utilization according to various modules is highlighted, interest in the utilization of multi-channel low-cost GNSS receiver module is gradually increasing. The purpose of this study is to review the multi-channel low-cost GNSS receivers that are appearing in the mass market in various forms and to analyze the utilization plan of the "address information facility investigation project" of the Ministry of Public Administration and Security by constructing the multi-channel low-cost GNSS positioning module based RTK survey system (hereinafter referred to as "multi-channel GNSS RTK module positioning system"). For this purpose, we constructed a low-cost "multi-channel GNSS RTK module positioning system" by combining related modules such as U-blox's F9P chipset, antenna, Ntrip transmission of GNSS observation data and RTK positioning analysis app through smartphone. Kinematic positioning was performed for circular trajectories, and static positioning was performed for address information facilities. The results of comparative analysis with the Static positioning performance of the geodetic receivers were obtained with 5 fixed points in the experimental site, and the good static surveying performance was obtained with the standard deviation of average ±1.2cm. In addition, the results of the test point for the outline of the circular structure in the orthogonal image composed of the drone image analysis and the Kinematic positioning trajectory of the low cost RTK GNSS receiver showed that the trajectory was very close to the standard deviation of average ±2.5cm. Especially, as a result of applying it to address information facilities, it was possible to verify the utility of spatial information construction at low cost compared to expensive commercial geodetic receivers, so it is expected that various utilization of "multi-channel GNSS RTK module positioning system"

An Asynchronous UWB Positioning Scheme with Low Complexity and Low Power Consumption (낮은 복잡도와 전력 소모의 비동기식 UWB 무선측위 기법)

  • Kim, Jae-Woon;Park, Young-Jin;Lee, Soon-Woo;Shin, Yo-An
    • The Journal of Korean Institute of Communications and Information Sciences
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    • v.34 no.11C
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    • pp.1098-1105
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    • 2009
  • In this paper, we propose an asynchronous UWB (Ultra Wide Band) Positioning scheme that can provide precise positioning performance with low complexity and low power consumption. We also present the residual test to improve the positioning performance in multipath channels having heavy NLoS (Non-Line of Sight) components. As compared to conventional ToA (Time of Arrival) positioning scheme that requires round-trip transmissions as many as the number of beacons, the proposed UWB positioning scheme effectively decrease power consumption and processing delay since a single round-trip transmission is only required. Also, as compared to conventional TDoA (Time Difference of Arrival) positioning scheme requiring precise synchronization among the beacons, asynchronous nature of the proposed scheme achieves very low system complexity. Through simulations in LoS (Line of Sight) channel models, we observe that the proposed scheme requires low system complexity, low power consumption, while providing positioning performance of almost the same accuracy as the conventional ToA and TDoA positioning schemes. In addition, the proposed scheme by employing the residual test achieves accurate positioning performance even in multipath channels having heavy NLoS components.

Case Study on Business Model for Indoor Positioning System (실내 위치추적 시스템의 비즈니스 모델 사례 연구)

  • Park, Sang Hyuk;Park, Young Sik;Kim, Jin Young
    • Journal of Satellite, Information and Communications
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    • v.8 no.4
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    • pp.64-69
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    • 2013
  • Recently, users who are interested in the service at indoor spaces is increasing. An indoor positioning system can minimize a range of positioning error using a variety of wireless communication infrastructure. Also, the system improves an indoor positioning accuracy by combining a mobile communication network. However, flexible positioning technologies regardless of an environment are insufficient. Therefore, this is time for a systematic study on an indoor positioning system business model. This paper classify differences between an indoor positioning system technology and outdoor positioning system technology. And we research a construction and application of the indoor positioning system that is adapted a wireless communication system (Wi-Fi, Bluetooth, RFID, UWE, Fingerprint, etc.) in domestic and foreign. We present a successful model of indoor positioning system and the development for future systems.

Indoor Positioning Algorithm Combining Bluetooth Low Energy Plate with Pedestrian Dead Reckoning (BLE Beacon Plate 기법과 Pedestrian Dead Reckoning을 융합한 실내 측위 알고리즘)

  • Lee, Ji-Na;Kang, Hee-Yong;Shin, Yongtae;Kim, Jong-Bae
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.22 no.2
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    • pp.302-313
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    • 2018
  • As the demand for indoor location recognition system has been rapidly increased in accordance with the increasing use of smart devices and the increasing use of augmented reality, indoor positioning systems(IPS) using BLE (Bluetooth Lower Energy) beacons and UWB (Ultra Wide Band) have been developed. In this paper, a positioning plate is generated by using trilateration technique based on BLE Beacon and using RSSI (Received Signal Strength Indicator). The resultant value is used to calculate the PDR-based coordinates using the positioning element of the Inertial Measurement Unit sensor, We propose a precise indoor positioning algorithm that combines RSSI and PDR technique. Based on the plate algorithm proposed in this paper, the experiment have done at large scale indoor sports arena and airport, and the results were successfully verified by 65% accuracy improvement with average 2.2m error.

A Study on the PRC Generation Algorithms for Virtual Reference Stations Using a Network of DGNSS Reference Stations (DGNSS 기준국 네트워크를 활용한 가상기준국 보정정보 생성 알고리즘에 관한 연구)

  • Kim, Hye-In;Park, Kwan-Dong
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.29 no.3
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    • pp.221-228
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    • 2011
  • For service-area-widening and commercialization of DGNSS service, Ministry of Land, Transport and Maritime Affairs is developing a DGNSS service based on VRS using T-DMB. In this study, three PRC generation algorithms are developed for VRS DGNSS and their accuracies were evaluated. Three DGNSS correction generation algorithms are based on inverse distance weighting, 1st- and 2nd- multiple linear regression, and their positioning accuracies were compared in terms of the number of reference stations used for network composition and the algorithm type. As a result, the positioning accuracy of the case of using 16 sites is better than that of 6 sites. And the algorithm using the multiple linear regression showed the best performance. When the positioning accuracy of VRS DGNSS was compared with the traditional single-reference DGNSS, the improvement ratio was 20-23% and 20-36% for the horizontal and vertical directions, respectively.

The analysis for the static and kinetic positioning accuracy of NDGPS (NDGPS의 정적 및 동적 측위 정확도 분석)

  • Song, Geul-Jae;Park, Kwon-Il;Kong, Hyun-Dong
    • Journal of Navigation and Port Research
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    • v.32 no.8
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    • pp.611-619
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    • 2008
  • The Ministry of Land, Transport and Maritime Affairs is working on the construction of Nationwide DGPS(NDGPS) with connection to Maritime DGPS Reference Stations and if Chun-cheon Reference Station is to be completed in 2008, DGPS positioning information is available in the whole area of Republic of Korea. Therefore to promote the usage of DGPS surveying information, we measured and panalyzed the accuracy of DGPS. In real-time DGPS positioning accuracy were 0.42m of planar Root Mean Square(RMS) error in static survey and 0.48m of planar RMS error in dynamic survey. We went abreast with RTK comparison measurement. According to these results. DGPS positioning information cannot be applied directly to the GIS construction field, but GIS application fields, requiring the real-time positioning information. can take advantage of it in variable cases.