• Journal of Biosystems Engineering
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• 제36권2호
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• pp.116-121
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• 2011

This study was conducted to develop a robust navigator which could be in positioning for precision farming through developing a plural GPS receiver with 4 sets of GPS antenna. In order to improve positioning accuracy by integrating GPS signals received simultaneously, the algorithm for processing plural GPS signal effectively was designed. Performance of the algorithm was tested using a simulation program and a fixed point on WGS 84 coordinates. Results of this study are aummarized as followings. 1. 4 sets of lower grade GPS receiver and signals were integrated by kalman filter algorithm and geometric algorithm to increase positioning accuracy of the data. 2. Prototype was composed of 4 sets of GPS receiver and INS components. All Star which manufactured by CMC, gyro compass made by KVH, ground speed sensor and integration S/W based on RTOS(Real Time Operating System)were used. 3. Integration algorithm was simulated by developed program which could generate random position error less then 10 m and tested with the prototype at a fixed position. 4. When navigation data was integrated by geometrical correction and kalman filter algorithm, estimated positioning erros were less then 0.6 m and 1.0 m respectively in simulation and fixed position tests.

• 한국멀티미디어학회논문지
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• 제25권2호
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• pp.280-286
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• 2022

In order to efficiently collect data, it is essential to locate the facilities and analyze the movement data. The current technology for location collection can collect data using a GPS sensor, but GPS has a strong straightness and low diffraction and reflectance, making it difficult for indoor positioning. In the case of indoor positioning, the location is determined by using wireless network technologies such as Wifi, but there is a problem with low accuracy as the error range reaches 20 to 30 m. In this paper, using BLE 4.2 built in Raspberry Pi, we implement Bluetooth Smart Ready. In detail, a beacon was produced for Advertise, and an experiment was conducted to support the serial port for data transmission/reception. In addition, advertise mode and connection mode were implemented at the same time, and a 3-count gradual algorithm and a quadrangular positioning algorithm were implemented for Bluetooth RSSI error correction. As a result of the experiment, the average error was improved compared to the first correction, and the error rate was also improved compared to before the correction, confirming that the error rate for position measurement was significantly improved.

• 로봇학회논문지
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• 제5권1호
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• pp.55-63
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• 2010

This paper describes performance improvement of GPS/DR Integration system using area decision algorithm and vehicle movement information. In GPS signal blockage area, i.e., tunnel and underground parking area, DR sensor errors are accumulated and navigation solution is gradually diverged. We use the car movement information according to moving area to correct the DR sensor error. Also, vehicle movement is decided as stop, straight line, turn and movement changing region through DR sensor data analysis. The car experiment is performed to verify the supposed method. The results show that supposed method provides small position and heading error than previous method.

• 한국정보통신학회논문지
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• 제19권10호
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• pp.2307-2314
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• 2015

본 논문에서는 위성항법시스템(Global Navigation Satellite System, GNSS)의 다양화에 따른 위성항법보정시스템(Differential GNSS, DGNSS) 기준국 설계를 위하여, 중국 위성항법시스템인 BeiDou의 의사거리 보정정보 생성 알고리즘과 시뮬레이션 기반의 성능 검증에 대해 중점적으로 다룬다. 먼저 DGNSS 기준국/감시국(Reference Station and Integrity Monitor, RSIM)에서의 국제적 표준 및 요구성능에 대해 살펴보고, BeiDou 연동제어문서(Interface Control Document, ICD)를 기반으로 위성의 위치를 추정하고 위성시계 옵셋과 사용자 수신기의 시계오차, 그리고 GPS(Global Positioning System)와 BeiDou 위성의 시스템 타임 옵셋을 계산하여 BeiDou 의사거리 보정정보(Pseudorange Correction, PRC)를 생성한다. GPS/BeiDou 시뮬레이터를 연동한 성능검증 플랫폼을 기반으로 BeiDou 보정정보의 오차를 계산하고, 그 측위정확도를 분석하여 성능검증을 수행하였다. 실험결과 BeiDou 의사거리 보정정보가 RTCM(Radio Technical Commission for Maritime Services)에서 요구하는 기준국 운영 및 보정서비스를 위한 측위성능을 충족함을 확인하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.109-116
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• 2011

In this paper, we investigate the scheme to improve the position accuracy using GNSS(Global Navigation Satellite System). Then we configure the real-time DGPS environment with use of NTRIP currently being in service on the DGNSS central office of MLTM(Ministry of Land and Transportation). And we verify the improvement of position accuracy and the continuity of GPS correction data through the DGPS test in Chungbuk line and Joongang line.

• Journal of Positioning, Navigation, and Timing
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• 제11권4호
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• pp.317-325
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• 2022

In this paper, we developed a single frequency-based RRAIM to monitor integrity of the UAM landing vertically in urban area with only low-cost single-frequency GPS receiver. Conventional dual-frequency RRAIM eliminates ionospheric delay through a combination of frequencies. In this study, ionospheric delay was directly modeled. Drift error of residual ionospheric delay is modeled using the previously studied result on ionospheric rates of change. To verify the performance of the proposed RRAIM algorithm, a simulation of vertical landing UAM in urban area was conducted. It was assumed that the protection level at the initial position was calculated through SBAS correction data. During vertical landing, integrity monitored by receiver alone without external correction data. In the 60 sec simulation, the protection level of the proposed RRAIM compared to the conventional RRAIM was calculated to be 140% due to the accumulated ionospheric delay error. Nevertheless, it was confirmed that the final vertical protection level meeting the requirements of LPV-200, which cannot be achieved with single frequency GPS receiver alone.

• 한국통신학회논문지
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• 제38C권2호
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• pp.181-188
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• 2013

본 논문은 GPS 신호를 수신할 수 없는 대형선박의 내부에서 현재 위치를 정확하게 측정하기 위해서, GPS 신호를 대신하여 선박내부에 설치되어 있는 Wireless AP (Access Point)에서 발신되는 RSSI (Received signal strength indication)를 이용하였다. 선박내부에서 수신되는 RSSI 신호 중 신호세기가 가장 강한 3곳의 AP에서 발신되는 RSSI를 Friis 공식을 통해 거리로 환산 후, 삼각측량법을 통해 위치로 변환하였다. 그리고 AP에서 발신되는 신호에는 노이즈가 발생되기 때문에 신호세기가 불규칙하게 변함으로써 정확한 위치를 얻기 힘들다. 그래서 칼만필터를 통해 실시간으로 위치를 보정하고, 보정된 위치는 서버 DB에 저장된다.

• 대한교통학회지
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• 제17권3호
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• pp.7-20
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• 1999

차량의 정확한 위치를 자동적으로 파악하여, 차량위치정보를 필요로 하는 사용자에게 한눈에 파악할 수 있도록 지도정보와 합성하여 제공하는 차량위치파악 시스템에 관한 연구가 다양한 방법으로 발전되어져 왔다. 인터넷과 무선통신의 급속한 기술발전과 편리한 사용성, 경제성을 고려해 볼 때, 인터넷과 무선통신을 연결시킨 차량위치파악 시스템의 발전가능성 및 확장성이 클 것으로 생각된다. 이에 따라 실질적으로 기반 구축이 되어있는 현재 수준의 인터넷과 무선통신을 위성항법과 연결하여 차량위치파악 시스템을 실제로 구축해보고, 현재 제기되는 문제점들과 실시간 차량위치파악시스템을 위해 앞으로 더 개발/발전되어져야 할 기술들을 제시한다.

• 한국정보통신학회논문지
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• 제17권11호
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• pp.2541-2546
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• 2013

본 논문에서는 가시선 데이터링크용 추적안테나 시스템에 적용하기 위한 방위각 보정 알고리즘에 대해 연구한다. 이동하는 물체와 가시선 통신링크를 유지하기 위해서는 추적안테나 시스템이 필수적이다. 방위각과 고각계산을 위해서는 이동체와 안테나시스템의 GPS값을 이용하는데, 이때 두 좌표계의 동일성을 유지하기 위해서 초기에 지자기센서나 beacon등을 이용하여 보정을 하게 된다. 하지만 지형적으로 지자기교란이 생기기 쉬운 장소에서는 정확한 보정이 어렵다. 따라서 본 논문에서는 초기에 RF신호의 수신세기추적을 통해서 신호의 발생 위치를 검출하고 검출된 위치까지의 방위각 보정 값을 계산하여 통신링크개설 후 수신된 GPS값에 보정 값을 적용함으로서 주변의 영향을 최소화하면서 쉽고 빠르게 보정할 수 있다.

• Journal of Positioning, Navigation, and Timing
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• 제3권1호
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• pp.25-30
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• 2014

Differential Global Positioning System-Correction Projection (DGPS-CP) algorithm, which has been suggested as a method of correcting pre-calculated position error by projecting range-domain correction to positional domain, is a method to improve the accuracy performance of a low price GPS receiver to 1 to 3 m, which is equivalent to that of DGPS, just by using a software program without changing the hardware. However, when DGPS-CP algorithm is actually realized, the error is not completely eliminated in a case where a reference station does not provide correction of some satellites among the visible satellites used in user positioning. In this study, the problem of decreased performance due to the difference in visible satellites between a user and a reference station was solved by applying the Multifunctional Transport Satellites (MTSAT) based Augmentation System (MASA) correction to DGPS-CP, instead of local DGPS correction, by using the Satellite Based Augmentation System (SBAS) operated in Japan. The experimental results showed that the accuracy was improved by 25 cm in the horizontal root mean square (RMS) and by 20 cm in the vertical RMS in comparison to that of the conventional DGPS-CP.