• 한국항공운항학회지
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• 제22권4호
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• pp.115-125
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• 2014

Ground-Based Augmentation System (GBAS) is providing precision approach and landing service with aircraft around airport. FAA granted System Design Approval (SDA) of SLS-4000 to Honeywell as the first GBAS category I system on September 2009. Since then, according to their own kind of approval process including System Design Approval, Facility Approval and Operational Approval, USA, Germany, Spain and Australia have approved GBAS category I system which are installed in some airports in order to provide commercial GBAS service. Recently, KARI has also installed GBAS category I system into Gimpo international airport to establish operational technology of GBAS domestically and to validate effectiveness of GBAS system in Korea. This paper introduces overseas trends and activities regarding approval process of GBAS system and presents approval process and criteria appropriate for future commercial operation of GBAS in Korea.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2002년도 Proceedings of International Symposium on Remote Sensing
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• pp.331-336
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• 2002

Satellite positioning technology has been widely used in all kinds of military and civil land, marine, space and aeronautical target positioning tasks, navigation activities and accurate surveying measurements since 90s in the last century due to it advantage in providing all-weather, real-time, three dimensional and high precision positioning information, as well as speed and accurate timing information. By now, it has already formed a new hi-tech industry basically. This paper briefly reviews the development of the global satellite positioning and navigation technologies including the basic information of China′s "Plough navigation system", introduces the history of satellite positioning technology and its major application fields as well as the status quo of this being industrialized trade in China, gives an account of the writers′ vision for the application and prospect of the satellite positioning technologies in China, and approaches the tactics and stresses of the satellite positioning technology′s application and its industrialization future in China.

• 대한원격탐사학회지
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• 제25권5호
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• pp.391-398
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• 2009

한국형 위성항법보강시스템 및 무결성 감시 시스템 개발을 위한 기초연구로 한국지역의 평균적인 전리층 기울기 변화를 분석하였다. 전리층 판 모델을 이용한 전리층 기울기 분석 프로그램을 개발하였고, 2003년과 2005년 국토지리정보원의 상시관측소 데이터 프로그하여 일일 및 연간, 전리층 지연값 및 기울기 변화를 분석하였다. 태양활동이 활발했던 2003년의 지연값 및 기울기가 2005년 보다 크게 나타났고, 남북방향 전리층 기울기가 연 평균 약 -1.0mm/km로 동서방향 보다 2배 정도 크게 나타났다. 또한 한국지역의 연간 전리층 기울기는 약 2mm/km 이내에서 변하는 것을 확인하였다.

• Journal of Astronomy and Space Sciences
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• 제35권4호
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• pp.227-233
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• 2018

This study presents the generation and accuracy assessment of predicted orbital ephemeris based on satellite laser ranging (SLR) for geostationary Earth orbit (GEO) satellites. Two GEO satellites are considered: GEO-Korea Multi-Purpose Satellite (KOMPSAT)-2B (GK-2B) for simulational validation and Compass-G1 for real-world quality assessment. SLR-based orbit determination (OD) is proactively performed to generate orbital ephemeris. The length and the gap of the predicted orbital ephemeris were set by considering the consolidated prediction format (CPF). The resultant predicted ephemeris of GK-2B is directly compared with a pre-specified true orbit to show 17.461 m and 23.978 m, in 3D root-mean-square (RMS) position error and maximum position error for one day, respectively. The predicted ephemeris of Compass-G1 is overlapped with the Global Navigation Satellite System (GNSS) final orbit from the GeoForschungsZentrum (GFZ) analysis center (AC) to yield 36.760 m in 3D RMS position differences. It is also compared with the CPF orbit from the International Laser Ranging Service (ILRS) to present 109.888 m in 3D RMS position differences. These results imply that SLR-based orbital ephemeris can be an alternative candidate for improving the accuracy of commonly used radar-based orbital ephemeris for GEO satellites.

• 한국측량학회지
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• 제39권5호
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• pp.313-319
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• 2021

The national geodetic reference frame of Korea was adopted in 2003, which is referenced to ITRF (International Terrestrial Reference Frame) 2000 at the epoch of January 1, 2002. For precise positioning based on the satellites, it should be thoroughly maintained to the newest global reference frame. Other than plate tectonic motion, there are significant events or changes such as earthquakes, antenna replacement, PSD (Post-Seismic Deformation), seasonal variation etc. We processed three years of GNSS (Global Navigation Satellite System) data(60 NGII CORS stations, 51 IGS core stations) to produce daily solutions minimally constrained to ITRF. From the time series of daily solutions, the sites with unexpected discontinuity were identified to set up an event(mostly antenna replacement). The combined solution with minimum constraints was estimated along with the velocity, the offsets, and the periodic signals. The residuals show that the surrounding environment also affects the time series to a certain degree, thus it should be improved eventually. The transformation parameters to ITRF2014 were calculated with stability and consistency, which means the national geodetic reference frame is properly aligned to the global reference frame.

• Journal of Positioning, Navigation, and Timing
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• 제10권2호
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• pp.153-158
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• 2021

In order to mitigate the vulnerability of the satellite navigation system against radio frequency interference, South Korea has been developing advanced terrestrial navigation system (eLoran) technology since 2016. The eLoran system synchronizes the transmission time of the pulse used in the existing Loran-C system with UTC and transmits correction information that can improve the position error. The eLoran system is known to reduce the position error of about 460 m of the existing Loran-C system to 20 m, and for this, the transmitter must be able to transmit eLoran signals according to more stringent standards. For this reason, an international standard that further developed the Loran-C signal standard established by US Coast Guard was established by Society of Automotive Engineers (SAE) International. In this paper, based on the analysis of the SAE9990 document, the international standard for eLoran transmission signals, a standard inspection process was produced to check whether the eLoran transmitter is transmitting signals in accordance with the standard.

• Journal of Positioning, Navigation, and Timing
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• 제9권4호
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• pp.319-325
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• 2020

In order to propose new satellite navigation signals, it is essential to analyze the increased level of interference effect that the existing signals suffer. In this paper, a method for estimating the power density of the interference signals on GPS signals is proposed before and after the additional transmission of the KPS signals in the L1, L2 and L5 bands. For estimation, we assume the number of visible satellites observed over the Korean peninsular and the minimum received power of the satellite navigation signals. The comparison of the estimated values shows that the power density of the interfering signal increases by up to 1.37 dB due to the introduction of KPS, but this leads to an increase in interference plus noise power density below 0.47 dB.

• 한국항공우주학회지
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• 제36권8호
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• pp.767-773
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• 2008

갈릴레오는 유럽에서 개발하고 있는 민간 주도의 새로운 위성항법시스템이다. 갈릴레오 시스템의 성능을 테스트하기 위한 테스트 위성인 GIOVE-A 위성이 현재 지구 상 궤도에서 항법신호를 송출하고 있다. 갈릴레오 시스템의 성능을 평가하고 향후 갈릴레오 수신기를 개발하기 위해서는 GIOVE-A 위성 신호를 분석할 필요가 있다. 본 논문에서는 GIOVE-A 위성신호를 수신 한 후 이를 GIOVE-A 신호 규격문서에 정의된 정보를 이용하여 신호 처리하였다. 신호 획득, 추적 및 항법 메시지 디코딩의 과정을 수행하여 현재 GIOVE-A 위성의 항법정보 제공 상황을 파악하였다. BOC 신호 사용에 따른 항법신호 대역폭의 증가가 갈릴레오 신호가 GPS와 다른 점 중의 하나이며 RF 프론트엔드의 대역폭에 따른 항법 신호 수신 성능을 평가하여 현재 사용되고 있는 GPS L1 RF 프론트엔드를 사용할 수 있는지를 검토하였다.

• 대한토목학회논문집
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• 제41권4호
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• pp.469-475
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• 2021

하천시설물의 효과적인 유지관리에는 대상물에 대한 지속적인 데이터 수집이 선행되어야 한다. 하지만, 토탈스테이션, GNSS 및 지상레이저스캐너를 활용하는 기존의 데이터 취득방식은 일반적인 시설물과 달리 넓고 긴 지역에 분포해있는 하천시설물의 공간정보데이터를 취득하는데 비용/시간/인력 측면에서 한계가 있다. 반면, 플랫폼이 이동하면서 데이터를 취득하는 모바일매핑시스템(MMS)은 넓은 지역에 대한 정밀한 공간정보데이터를 빠른 시간 내에 취득하기 때문에, 하천 주변의 선형시설물에 대한 유지관리에 활용되기 적합하다. 4 km에 달하는 연구지역에 모바일매핑 시스템을 적용하여 본 결과, 20분의 데이터 취득 소요시간 동안 184,646,099개의 포인트를 취득하여 378개의 횡단면을 추출하고 이를 하천기본계획 상의 도면과 비교해 봄으로써, 모바일매핑시스템을 이용한 효율적인 제방관리가 가능함을 확인하였다.

• 인간식물환경학회지
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• 제24권4호
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• pp.441-450
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• 2021

Background and objective: The purpose of study is to analyze the three-dimensional (3D) structure by creating a 3D model for green spaces in a park using unmanned aerial vehicle (UAV) images. Methods: After producing a digital surface model (DSM) and a digital terrain model (DTM) using UAV images taken in Mureung Park in Chuncheon-si, we generated a digital tree height model (DHM). In addition, we used the mean shift algorithm to test the classification accuracy, and obtain accurate tree height and volume measures through field survey. Results: Most of the tree species planted in Mureung Park were Pinus koraiensis, followed by Pinus densiflora, and Zelkova serrata, and most of the shrubs planted were Rhododendron yedoense, followed by Buxus microphylla, and Spiraea prunifolia. The average height of trees measured at the site was 7.8 m, and the average height estimated by the model was 7.5 m, showing a difference of about 0.3 m. As a result of the t-test, there was no significant difference between height values of the field survey data and the model. The estimated green coverage and volume of the study site using the UAV were 5,019 m² and 14,897 m³, respectively, and the green coverage and volume measured through the field survey were 6,339 m² and 17,167 m³. It was analyzed that the green coverage showed a difference of about 21% and the volume showed a difference of about 13%. Conclusion: The UAV equipped with RTK (Real-Time Kinematic) and GNSS (Global Navigation Satellite System) modules used in this study could collect information on tree height, green coverage, and volume with relatively high accuracy within a short period of time. This could serve as an alternative to overcome the limitations of time and cost in previous field surveys using remote sensing techniques.