• 제어로봇시스템학회논문지
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• 제22권11호
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• pp.977-983
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• 2016

This paper proposes a novel code-tracking scheme to track the fine code synchronization for BOC (pn,n)-modulated global navigation satellite system signals in a repeat-back jamming environment. The correlation function of BOC (pn,n)-modulated signals has several peaks. The correlation function in the advanced offset region remains almost unchanged due to the repeat-back signals being received later than a line-of-sight signal in the same multipath signal receiving case. Additionally, the combined pseudo-random noise signal can be treated as repeat-back jamming signals, like multipath signals. In this paper, we propose a novel code-tracking scheme utilizing the advantages of using a combined pseudo-random noise signal in the advanced offset region and verify its performance through simulation.

• 한국통신학회논문지
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• 제38A권10호
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• pp.845-849
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• 2013

본 논문에서는 Galileo 시스템에 사용할 이진 옵셋 반송파 (binary offset carrier: BOC) 신호의 자기상관함수가 갖는 주변 첨두를 제거하기 위해 국소신호를 설계한다. 구체적으로는 BOC 신호를 분석하여 기존 기법의 국소신호가 사인 혹은 코사인 위상의 BOC 신호에만 적용되는 것을 밝히고, 사인과 코사인 위상 BOC 신호에 모두 적용 가능한 국소신호를 설계한다. 이후 설계한 국소신호와 수신 BOC 신호를 상관하고 상관한 부상관함수를 조합함으로써 주변 첨두가 제거된 상관함수를 생성한다. 모의실험을 통해 설계한 국소신호를 이용하여 생성한 상관함수는 주변 첨두가 모두 제거될 뿐만 아니라 설계한 국소신호는 사인과 코사인 위상 BOC 신호에 모두 적용되는 것을 확인한다.

• 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.

• 한국측량학회지
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• 제37권5호
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• pp.397-402
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• 2019

Recently, with the emergence of autonomous vehicles and the increasing interest in safety, a variety of research has been being actively conducted to precisely estimate the position of a vehicle by fusing sensors. Previously, researches were conducted to determine the location of moving objects using GNSS (Global Navigation Satellite Systems) and/or IMU (Inertial Measurement Unit). However, precise positioning of a moving vehicle has lately been performed by fusing data obtained from various sensors, such as LiDAR (Light Detection and Ranging), on-board vehicle sensors, and cameras. This study is designed to enhance kinematic vehicle positioning performance by using feature-based recognition. Therefore, an analysis of the required precision of the observations obtained from the images has carried out in this study. Velocity and attitude observations, which are assumed to be obtained from images, were generated by simulation. Various magnitudes of errors were added to the generated velocities and attitudes. By applying these observations to the positioning algorithm, the effects of the additional velocity and attitude information on positioning accuracy in GNSS signal blockages were analyzed based on Kalman filter. The results have shown that yaw information with a precision smaller than 0.5 degrees should be used to improve existing positioning algorithms by more than 10%.

• Smart Structures and Systems
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• 제30권4호
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• pp.411-420
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• 2022

Monitoring large structures is a significant issue involving public health on which new studies are constantly carried out. Although the Global Navigation Satellite System (GNSS) is the most preferable method for measuring structural displacements, total stations, one of the classical geodetic instruments, are the first devices that come to mind in cases that require complementary usage and auxiliary measurement methods. In this study, the relative displacements of the structural movements of a tower were determined using robotic total stations (RTS) and GNSS. Two GNSS receivers and two RTS observations were carried out simultaneously for 10 hours under normal weather conditions. The spectral analysis of the GNSS data was performed using fast Fourier transform (FFT), and while the dominant modal frequencies were determined, the total station data were balanced with the least-squares technique, and the position and position errors were calculated for each measurement epoch. It has been observed that low-frequency structural movements can be determined by both methods. This result shows that total station measurements are a helpful alternative method for monitoring large structures in situations where measurements are not possible due to the basic handicaps of GNSS or where it is necessary to determine displacements with short observations.

• 한국지형학회지
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• 제28권4호
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• pp.41-52
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• 2021

With the popularization of drones and the ease of use of the Global Navigation Satellite System (GNSS), drone photogrammetry for terrain information has been widely used. Drone photogrammetry enables the realization of high-accuracy three-dimensional topography for the entire area with less effort and time compared to the past direct survey using GNSS or total station. From 3-D topographic data, various topographical analysis is possible. To improve the accuracy of drone photogrammetry, direct GCP surveying in the field is essential, and the numbers and reasonable positioning of GCPs are very important. In the case of beaches or tidal flats on the west coast of Korea, the numbers and location of GCPs are important factors in efficient drone photogrammetry because of the size of the area, difficulties of movement, and the risk from tides. If the RTK (Real-time kinematic) or PPK (Post-processed kinematic) method is used, the increased accuracy of the drone's location enables high-accuracy photogrammetry with a small number of GCPs. This study presents an efficient drone photogrammetry method in terms of time and economy by comparing and analyzing the results of drone photogrammetry using Non-PPK with low-cost PPK-Kit, based on the tests of various numbers and locations of GCPs in the university field including various slopes and structures like coastal terrain.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.387-388
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• 2023

PHC pile head cutting is an essential work in pile foundation construction. However, since the work has labor-intensive characteristics, there are problems such as productivity and safety. So in previous study PHC pile one-cutting head cutting automation equipment was developed to solve this problem. However, it has been investigated as a limitation that checking the cutting position of the PHC pile can be challenging in place where a rotary laser leveler cannot irradiate cutting position, as the sensing unit of the developed automated equipment utilizes an optical method. Therefore, the objective of this study is to delvelop a GNSS-based methodology for sensing the cutting position of PHC piles to overcome the limitations of the optical method and to examine its feasibility for field application. If the proposed methodology is applied to the construction site, it is expected that the convenience and productivity of the PHC pile cutting position sensing work will be improved.

• Ocean Systems Engineering
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• 제14권2호
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• pp.101-114
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• 2024

Seafloor sediment mapping is an essential research topic in shallow coastal waters, especially in port development, benthic habitat mapping, and underwater communications. The seafloor sediments can be interpreted by collecting sediment samples directly in the field using a grab sampler or corer. Another method is optical, especially using underwater cameras and videos. Both methods each have weaknesses in terms of area coverage (mechanic) and accurate positioning (optic). The latest technology used to overcome it is the acoustic method (echosounder) with Global Navigation Satellite System (GNSS) Real Time Kinematic (RTK) positioning. Therefore, in this study will propose the classification of seafloor sediments in coastal waters using acoustic method that is Multibeam Echosounder (MBES) multi-frequency with five frequency (200 kHz, 250 kHz, 300 kHz, 350 kHz, and 400 kHz). In this study, the deep neural network (DNN) used the bathymetric multi frequency, bathymetric difference inters frequencies, and bathymetric features from 5 (five) frequencies as input layer and 4 (four) sediment types in 74 (seventy-four) sample sediment as output layer to make a seafloor sediment map. Results of sediment mapping using the DNN method show an overall accuracy of 71.6% (significant) and a kappa coefficient of 0.59 (moderate). The distribution of seafloor sediment in the study area is mainly silt (41.6%), followed by clayey sand (36.6%), sandy silt (14.2%), and silty sand (7.5%).

• 제어로봇시스템학회논문지
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• 제19권7호
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• pp.646-652
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• 2013

EU's Galileo project is a market-based GNSS (Global Navigation Satellite System) that is under development. It is expected that Galileo will provide the positioning services based on new technologies in 2020s. Because Galileo E1 signal for OS (Open Service) shares the same center frequency with GPS L1 C/A signal, CBOC (Composite Binary Offset Carrier) modulation scheme is used in the E1 signal to guarantee interoperability between two systems. With E1 signal consisting of a data channel and a pilot channel at the same frequency band, there exist several options in designing signal acquisition for Assisted-Galileo receivers. Furthermore, compared to SNR worksheet of Assisted-GPS, some factors should be examined in Assisted-Galileo due to different correlation profile and code length of E1 signal. This paper presents SNR worksheets of Galileo E1 signals in E1-B and E1-C channel. Three implementation losses that are quite different from GPS are mainly analyzed in establishing SNR worksheets. In the worksheet, hybrid long integration of 1.5s is considered to acquire weak signal less than -150dBm. Simulation results show that the final SNR of E1-B signal with -150dBm is 19.4dB and that of E1-C signal is 25.2dB. Comparison of relative computation shows that E1-B channel is more profitable to acquire the strongest signal in weak signal environment. With information from the first satellite signal acquisition, fast acquisition of the weak signal around -155dBm can be performed with E1-C signal in the subsequent satellites.

• 항공우주정책ㆍ법학회지
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• 제35권3호
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• pp.127-150
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• 2020

우주개발진흥 기본계획(이하 "기본계획"이라 한다)은 우주개발진흥법에 따라 5년마다 수립되는 우리나라 우주개발에 관한 중장기 정책 목표 및 기본 방향을 정하는 국가계획으로서 우주개발에 관한 우리나라 최고 심의기관인 국가우주위원회의 심의 대상이다. 2018년 2월 국가우주위원회에서 제3차 기본계획이 확정되었다. 제2차 기본계획 및 우주개발 중장기 계획과 비교 시 제3차 기본계획의 두드러진 특징 중 하나는 '한국형 위성항법시스템 구축'이 중점 전략으로 채택되었다는 점이다. 그간 우리나라를 비롯하여 전 세계의 모든 국가가 미국의 글로벌 위성항법시스템인 GPS(Global Positioning System)에 의존해 왔다. 미국은 1983년 소련의 대한항공 007기 격추를 계기로 GPS의 표준위치결정서비스를 전 세계에 무료로 제공해 왔다. 그러나 GPS의 기술적 장애가 발생하거나 국제관계에서 국가 간 이해 충돌로 GPS의 표준위치결정서비스의 무상 제공이 중단될 경우 교통, 에너지, 통신, 금융 등의 국가 기반시설의 통상적인 운영이 불가능하게 되어 궁극적으로 국가의 경제·사회·안보에 큰 피해를 야기할 수 있다. 러시아의 GLONASS, 유럽연합의 Galileo, 중국의 Beidou, 인도의 NavIC 및 인도의 QZSS와 같은 글로벌 또는 지역 위성항법시스템의 등장이 상기와 같은 배경에서 비롯되었다고 할 수 있다. 한국형 위성항법시스템 구축도 마찬가지다. 즉 "국민이 사용하는 IT 기반 기기들과 국가 기간시설이 미국 GPS 등 해외 항법위성에 의존하고 있어 국가 책임하의 안정적 인프라 구축"이 필요하기 때문이다. 현재 위성항법시스템은 도로, 항공, 해양, 재난, 국방, 건설, 물류, 통신, 농축산업 등 국가 전 분야에 활용되고 있다. 다시 말하면 지구관측 목적인 아리랑위성 및 차세대중형위성, 통신 및 해양·기상·환경 관측 목적인 천리안위성 등과는 달리, 한국형 위성항법시스템의 개발, 운영, 활용 등에 있어서 범정부 차원의 역량 집중이 필요하다. 이를 위해서는 위성항법시스템의 종합적·체계적 구축을 비롯하여 활용 관련 각 부처의 주요 정책과 계획을 조정할 수 있는 범정부적 거버넌스가 요구된다. 아울러 위성항법시스템은 수명을 다한 인공위성을 주기적으로 대체해야할 뿐만 아니라 시스템 구축 후 지속적인 운영과 성능 개선을 수반하기 때문에 거버넌스는 법에 근거를 두어야 한다. 우리나라는 아리랑위성, 천리안위성 등과 같이 인공위성을 개별적으로 개발하고 운영한 경험은 풍부하지만, 한국형 위성항법시스템처럼 위성·지상·사용자 시스템을 동시에 개발·운영한 경험, 이른바 거버넌스 경험은 없다. 그러므로 개발·운영에 관한 시행착오를 최소화하기 위해서는 해외 사례의 검토가 요구된다. 미국의 GPS 거버넌스가 대표적인 본보기이다.