• 대한원격탐사학회지
• /
• 제38권6_1호
• /
• pp.1081-1089
• /
• 2022

본 연구는 시계열 Small Baseline Subset (SBAS)-InSAR 기법을 이용하여 울산시의 지반 침하를 조사하였으며, 79개의 Sentinel-1 SAR 영상과 385개의 간섭도 영상(interferogram)을 사용하여 2015년 5월부터 2021년 12월 울산광역시의 지상 변위(surface displacement)를 추정하였다. 지반 침하율은 북구와 남구 삼산동 2지역에서 연 3.44 cm, 1.68 cm로 계측되었다. 또한 Generic Atmospheric Correction Online Service (GACOS)로 생성한 Zenith Total Delay (ZTD) 지도를 활용하여 unwrapping된 간섭도 위상에서 대기 지연(tropospheric delay)의 영향을 제거할 수 있는 가능성을 평가하였으며, GACOS ZTD 보정 전후의 SBAS-InSAR 지상 변위 측정의 차이가 연 1 mm 미만임을 발견하였다.

• Journal of Positioning, Navigation, and Timing
• /
• 제7권4호
• /
• pp.245-253
• /
• 2018

The current SBAS service does not provide a method to integrate multiple SBAS corrections. This paper proposes a positioning method to effectively integrate multiple SBAS and multiple GNSS. In the method, the final position is obtained by the weighted sum of the positions obtained from the combination of GNSS and SBAS. Since each position is independently computed and combined using flexible weights, it has a simple structure that can easily cope with various environments. In order to verify the operation and performance of the proposed method, raw measurements of GNSS and SBAS were collected using commercial receivers. The experiments using real signals show that the combined use of two SBAS corrections was more accurate by 0.05~0.4m(2dRMS) than using only one SBAS correction. To improve the position accuracy, this paper considered the integration of multi-GNSS and multi-SBAS, which was not found in other existing studies. The proposed method is expected to be a core technology for designing multi-GNSS navigation receivers considering multi-SBAS corrections. The importance of the method will be increased as KPS and KASS also available in near future.

• 한국항해항만학회:학술대회논문집
• /
• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.1
• /
• pp.309-314
• /
• 2006

In general DGPS system, the correction message is transferred to users by wireless modem. To cover wide area, many DGPS station should be needed. And DGPS users must have a wireless modem that is not necessary in standalone GPS. But SBAS users don't need a wireless modem to receive DGPS corrections because SBAS correction message is transmitted from the GEO satellite by L1 frequency band. SBAS signal is generated in the GUS(Geo Uplink Subsystem) and uplink to the GEO satellite. This uplink transmission process causes two problems that are not existed in GPS. The one is a time delay in the uplink signal. The other is an ionospheric problem on uplink signal, code delay and carrier phase advance. These two problems cause ranging error to user. Another critical ranging error factor is clock synchronization. SBAS reference clock must be synchronized with GPS clock for an accurate ranging service. The time delay can be removed by close loop control. We propose uplink ionospheric error correcting algorithm for C/A code and carrier. As a result, the ranging accuracy increased high. To synchronize SBAS reference clock with GPS clock, I reviewed synchronization algorithm. And I modified it because the algorithm didn't consider doppler that caused by satellites' dynamics. SBAS reference clock synchronized with GPS clock in high accuracy by modified algorithm. We think that this paper will contribute to basic research for constructing satellite based DGPS system.

• Journal of Positioning, Navigation, and Timing
• /
• 제13권1호
• /
• pp.25-34
• /
• 2024

The Satellite Based Augmentation System (SBAS) improves the accuracy and reliability of user positioning by transmitting the error correction and integrity information of the global navigation satellite system signal from geostationary satellites in real time. For this reason, SBAS was designed for aircraft operations and approach procedures and is now in operational or development stages in many countries. Time has passed since the construction of SBAS and many changes have occurred in the composition of the monitoring stations and the geostationary satellites. These changes have been investigated and the current operation and development status of SBAS globally are surveyed. The development and test schedules for the transition to dual frequency multi-constellation, an important topic in SBAS, are discussed.

• 한국위성정보통신학회논문지
• /
• 제12권4호
• /
• pp.72-77
• /
• 2017

위성항법보강시스템 (Satellite Based Augmentation System; SBAS)은 정지궤도(GEO) 위성들을 이용하여 GPS, GLONASS 등의 위성항법시스템 (Global Navigation Satellite System; GNSS) 사용자들에게 무결성 데이터 및 정정 데이터를 방송하는 데 목적이 있다. 국제민간항공기구 (International Civilian Aeronautical Organization; ICAO)의 2025년까지 SBAS 도입 권고에 따라, 국토교통부 사업으로 한국형 SBAS 시스템 개발/구축 사업이 진행 중에 있다. 한국형 위성항법보강시스템인 KASS(Korea Augmentation Satellite System)는 초정밀 GPS 오차보정시스템으로, 기준국(KASS Reference Station; KRS), 중앙처리국(KASS Processing Station; KPS), 위성통신국(KASS Uplink Station; KUS) 및 통합운영국(KASS Control Station; KCS)으로 구성된 지상시스템과 GEO 위성으로 이루어져 있다. 본 논문에서는 KASS 지상 부문과 GEO 위성간의 연동 역할을 하며 신호생성부(Signal Generator Section; SGS)와 RF부(Radio-Frequency Section; RFS)로 구성된 KASS 위성통신국에 대해 개념적 설계를 하였다.

• Journal of Positioning, Navigation, and Timing
• /
• 제7권3호
• /
• pp.183-188
• /
• 2018

The Global Navigation Satellite System (GNSS) signal gets delayed as it goes through the troposphere before reaching the GNSS antenna. Various tropospheric models are being used to correct the tropospheric delay. In this study, we compared effectiveness of two popular troposphere correction models: Global Pressure and Temperature (GPT) and Satellite-Based Augmentation System (SBAS). One-year data from a particular site was chosen as the test case. Tropospheric delays were computed using the GPT and SBAS models and compared with the International GNSS Service tropospheric product. The bias of SBAS model computations was 3.4 cm, which is four times lower than that of the GPT model. The cause of higher biases observed in the GPT model is the fact that one cannot get wet delays from the model. If SBAS-based wet delays are added to the hydrostatic delays computed using the GPT model, then the accuracy is similar to that of the full SBAS model. From this study, one can conclude that it is better to use the SBAS model than to use the GPT model in the standard code-pseudorange data processing.

• Journal of Positioning, Navigation, and Timing
• /
• 제12권1호
• /
• pp.83-89
• /
• 2023

The Korea Augmentation Satellite System (KASS) system is a Satellite Based Augmentation System (SBAS) under development to provide APV-I SBAS service in the Republic of Korea. The KASS ground segment generates correction and integrity information for GPS measurements of KASS users using the accurate positions of KASS Reference Station (KRS) antenna phase centers. For this reason, the accuracy of KRS reference points through geodetic survey campaigns is one of the important factors for providing the KASS service in compliance with the required navigation performance. In order to obtain accurate positions, two geodetic survey campaigns were performed at several reference points, such as Mark, Center of Mast at Ground Level (CMGL), and Center of Hole in Top Plate (CHTP), of each KRS site using three different survey methods, the Virtual Reference Station (VRS), Flächen Korrektur Parameter (FKP), and raw data post-processing methods. By comparing and analyzing the results, the computed coordinates of the reference points were verified and Antenna Phase Center (APC) positions were calculated using KRS Antenna Reference Point (ARP) data, and the first KASS Site Acceptance Test (SAT#1) was performed successfully using the verified APC coordinates. After the first site survey activities, the KASS operators should maintain the coordinates with the required performance such that the overall KASS navigation performance commitment is guaranteed during the lifetime of 15 years. Therefore, the maintenance plan for the KRS antenna coordinates should be developed before the commissioning of KASS operation planned after 2023. Therefore, this paper presents a geodetic survey method selected for the maintenance activities and provides the rationale for using this method.

• Journal of Positioning, Navigation, and Timing
• /
• 제7권4호
• /
• pp.267-275
• /
• 2018

The reference stations in a satellite-based augmentation system (SBAS) collect raw data from global navigation satellite system (GNSS) to generate correction and integrity information. The multipath signals degrade GNSS raw data quality and have adverse effects on the SBAS performance. The currently operating SBASs (WAAS and EGNOS, etc.) survey existing commercial equipment to perform multipath assessment around the antennas. For the multi-path assessment, signal power of GNSS and multipath at the MEDLL receiver of NovAtel were estimated and the results were replicated by a ratio of signal power estimated at NovAtel Multipath Assessment Tool (MAT). However, the same experiment environment used in existing systems cannot be configured in reference stations in Korean augmentation satellite system (KASS) due to the discontinued model of MAT and MEDLL receivers used in the existing systems. This paper proposes a test environment for multipath assessment around the antennas in KASS Multipath Assessment Tool (K-MAT) for multipath assessment. K-MAT estimates a multipath error contained in the code pseudorange using linear combination between the measurements and replicates the results through polar plot and histogram for multipath assessment using the estimated values.

• 한국항행학회논문지
• /
• 제21권6호
• /
• pp.579-584
• /
• 2017

SBAS는 위성기반 항법보정시스템으로 지상국에서의 GNSS신호 분석을 기반으로 정지궤도위성을 통해 GNSS신호의 보정정보와 무결성정보를 제공하는 시스템이다. 한국형 SBAS인 KASS는 2022년 APV-1급 SoL서비스를 목표로 하고 있다. SoL서비스를 제공하기 위해서는 충분한 각종 지상 및 비행시험이 사전에 수행되어야 한다. 그러나 국내에서는 아직 한국형 SBAS인 KASS가 증축되지 않은 관계로 구체적 세부 평가항목이 제시되어 있지 않다. KASS와 호환성이 가장 높을 것이라 예상되고 현재 개발 후 서비스되어 지고 있는 EGNOS는 평가항목이 이미 제시되어있다. 본 논문에서는 EGNOS 구축에 적용된 규정서를 분석하여 비행시험시 요구되는 지상 및 비행시험 평가항목들의 기준을 분석하였고 이는 향후, 국가가 수행하는 비행점검 과정에 참고 될 수 있을 것으로 기대된다.

• 한국철도학회:학술대회논문집
• /
• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
• /
• pp.2768-2774
• /
• 2011

In this paper, we investigate the methods to improve the position accuracy using DGNSS(Differential Global Navigation Satellite System). Then we configure the real-time DGNSS environment with use of GPS and MSAS as SBAS(Satellite Based Augmentation System) currently being in service by Japan. And we verify the improvement of position accuracy and the continuity of GPS correction data through the realtime DGNSS test in Joongang line, Kyungbu line, Honam line.