• 대한공간정보학회지
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• 제1권2호
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• pp.97-104
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• 1993

지적은 GIS모델에 있어서 가장 중요한 한 부분으로 토지와 소유권에 대한 기하적인 자료의 수집을 위하여 지적에서는 가장 현대화된 방범을 사용하여야 한다. 일반적으로 지형도 작성을 위한 지형측량에 있어서는 가장 적절한 장비로 측량을 하기 때문에 도면의 정도는 여러 사용자에 있어서 정도가 너무 낮다. 하지만 대축척의 지적도는 이러한 문제에 있어서 커다란 문제점이 없다. 따라서 지적의 경우 정밀한 점좌표와 기하적인 정보를 얻는 것이 필요하다. 본 연구에서는 이와 같은 점간의 거리측정요소와 조정뿐만 아니라 GIS자료와 지적자료간의 접합 및 기준점체계, 위상설정, 모델링 등에 대하여 연구하였다.

• 한국지구과학회지
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• 제39권1호
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• pp.1-22
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• 2018

Eight different data sets are examined in order to gain insight into the surface heat flux traits of the East Asian marginal seas. In the case of solar radiation of the East Sea (Japan Sea), Coordinated Ocean-ice Reference Experiments ver. 2 (CORE2) and the Objectively Analyzed Air-Sea Fluxes (OAFlux) are similar to the observed data at meteorological stations. A combination is sought by averaging these as well as the Climate Forecast System Reanalysis (CFSR) and the National Centers for Environmental Prediction (NCEP)-1 data to acquire more accurate surface heat flux for the East Asian marginal seas. According to the Combination Data, the annual averages of net heat flux of the East Sea, Yellow Sea, and East China Sea are -61.84, -22.42, and $-97.54Wm^{-2}$, respectively. The Kuroshio area to the south of Japan and the southern East Sea were found to have the largest upward annual mean net heat flux during winter, at -460- -300 and at $-370--300Wm^{-2}$, respectively. The long-term fluctuation (1984-2004) of the net heat flux shows a trend of increasing transport of heat from the ocean into the atmosphere throughout the study area.

• 한국공간정보시스템학회:학술대회논문집
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• 한국공간정보시스템학회 2005년도 GIS/RS 공동 춘계학술대회
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• pp.345-349
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• 2005

Massive amount of satellite image processing such asglobal/continental-level analysis and monitoring requires automated and speedy georegistration. There could be two major automated approaches: (1) rigid mathematical modeling using sensor model and ephemeris data; (2) heuristic co-registration approach with respect to existing reference image. In case of ETM+, the accuracy of the first approach is known as RMSE 250m, which is far below requested accuracy level for most of satellite image processing. On the other hands, the second approach is to find identical points between new image and reference image and use heuristic regression model for registration. The latter shows better accuracy but has problems with expensive computation. To improve efficiency of the coregistration approach, the author proposed a pre-qualified matching algorithm which is composed of feature extraction with canny operator and area matching algorithm with correlation coefficient. Throughout the pre-qualification approach, the computation time was significantly improved and make the registration accuracy is improved. A prototype was implemented and tested with the proposed algorithm. The performance test of 14 TM/ETM+ images in the U.S. showed: (1) average RMSE error of the approach was 0.47 dependent upon terrain and features; (2) the number average matching points were over 15,000; (3) the time complexity was 12 min per image with 3.2GHz Intel Pentium 4 and 1G Ram.

• Korean Journal of Geomatics
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• 제5권1호
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• pp.7-19
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• 2005

Photogrammetric mapping procedures have gone through major developments due to significant improvements in its underlying technologies. The availability of GPS/INS systems greatly assist in direct geo-referencing of the acquired imagery. Still, photogrammetric datasets taken without the aid of positioning and navigation systems need control information for the purpose of surface reconstruction. Point features were, and still are, the primary source of control for the photogrammetric triangulation although other higher-order features are available and can be used. LIDAR systems supply dense geometric surface information in the form of three dimensional coordinates with respect to certain reference system. Considering the accuracy improvement of LIDAR systems in the recent years, LIDAR data is considered a viable supply of photogrammetric control. To exploit LIDAR data, new challenges are poised concerning the representation and reference system by which both the photogrammetric and LIDAR datasets are described. In this paper, registration methodologies will be devised for the purpose of integrating the LIDAR data into the photogrammetric triangulation. Such registration methodologies have to deal with three issues: registration primitives, transformation parameters, and similarity measures. Two methodologies will be introduced that utilize straight-line and areal features derived from both datasets as the registration primitives. The first methodology directly incorporates the LIDAR lines as control information in the photogrammetric triangulation, while in the second methodology, LIDAR patches are used to produce and align the photogrammetric model. Also, camera self-calibration experiments were conducted on simulated and real data to test the feasibility of using LIDAR patches for this purpose.

• 한국해안·해양공학회논문집
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• 제28권6호
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• pp.319-331
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• 2016

HF-Radar관측자료의 시간평균 간격에 따른 신호특성을 살펴보고, 국립해양조사원에서 운영하고 있는 HF-Radar관측소별로 수집률과 공분산을 분석하여 자료질이 높은 대표정점을 선점(選點)하였다. HF-Radar관측의 시간평균 간격이 짧아질수록, 취득률은 낮아지나 고주파 신호특성을 관측할 수 있었다. 그러나 조류예측에서는 현행 60분 간격의 평균자료와 20분 간격의 자료에서 취득되는 조류의 차이는 거의 없었다. 수집률 기준을 높이고 공분산을 고려한 자료는 기존에 수집률 50%만을 기준으로 한 정점에 비해 관측품질이 높아졌다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.1310-1319
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• 2010

This paper has shown that Linear Induction Motor(LIM) and Rack and pinion type are efficient in selecting railway routes and systems after considering time, geo-spatial characteristics and the floating population by benchmarking domestic and overseas mountain trains. The benefit-cost analysis through the use of modeling on user's willingness to pay is conducted as a means that provides access to tourism resources. this paper concludes that the benefit-cost varies in response to changes in the amount of user's willingness to pay by age. It is expected that this paper serves as a reference data in the introduction stage of the mountain train project implemented by central or local governments with tourism resources in mountainous areas as the mountain train has turned out to be economically efficient while various potential benefits that have not been included in the benefit-cost analysis need to be quantified and remain to be studied further.

• 한국지리정보학회지
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• 제6권4호
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• pp.122-134
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• 2003

최근 국가지리정보체계(NGIS) 사업을 통해 국가적 범위의 각종 주제도 개발사업이 이루어지고 있으며, 각 분야에서 이를 활용한 지리정보시스템 개발에 대한 노력이 활발히 이루어지고 있다. 또한 개발되는 시스템의 호환성을 높이기 위해 지리정보 데이터모델에 대한 연구가 여러 차례 수행되어 왔다. 수자원 분야에서 구축되는 시스템은 하천에서의 흐름의 동적특성을 반영할 수 있어야 한다. 이는 데이터 모델의 설계에서부터 고려되어야 하므로 본 연구에서는 하천 네트워크를 기반으로 선형참조 기능이 가능한 수자원 지리정보 데이터모델을 제안하였다. 제안된 데이터모델의 활용성을 검토하기 위해 네트워크 컴포넌트 기반의 시스템을 개발하였으며, 하천 네트워크를 이용한 시스템의 우수성과 효용성을 확인할 수 있었다.

• 한국지리정보학회지
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• 제26권4호
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• pp.161-172
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• 2023

자율주행차량은 차량에 장착된 다양한 센서를 통해 주행환경을 인지하고 수집된 정보를 기반으로 판단 및 제어한다. 센서 기술 및 수집된 데이터를 처리하는 알고리즘의 발달로 자율주행기술의 수준은 향상되고 있으나 완벽한 자율주행기술의 구현에는 이르지 못하고 있는 한계점을 인프라를 중심으로 하는 자율협력주행을 통해 극복하려는 움직임을 보인다. 본 연구에서는 자율주행차량의 측위를 보정할 수 있는 인프라로서 기준을 제공하는 측위 보정 표지를 개발하였다. 우선 기존의 자율주행을 위한 측위 기술 현황에 대한 분석을 수행하였다. 다음으로 정사각형의 반사면 두 개로 구성된 1차 제작물과 각 반사면의 상하 길이를 늘인 2차 제작물에 대해 포인트 클라우드 개수를 측정하는 실험을 수행하였다. 실험 결과 1차 및 2차 제작물 모두 최소 15m 거리에서 시설물을 라이다 센서로 인식할 수 있었고, 상하 길이를 확장한 2차 제작물이 1차 제작물보다 포인트 클라우드 개수도 더 많으며 시설물의 형상을 구체적으로 표현하는 것을 확인할 수 있었다.

• Journal of Positioning, Navigation, and Timing
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• 제11권4호
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• pp.327-332
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• 2022

The Korea Augmentation Satellite System (KASS) is the Satellite-Based Augmentation System (SBAS) under development in Korea. KASS navigation service support navigation Safety of Life (SoL) service. KASS signal provides corrections to Global Positioning System (GPS) data received from KASS Reference Stations (KRS) and is broadcast form Geostationary Earth Orbiting (GEO) satellites to KASS users and is used by GPS/SBAS user equipment to improve the accuracy, availability, continuity and integrity of the navigation solution. Seven KRS's collect the satellite data and send them to the KASS Processing Stations (KPS) for the generation of the corrections and the monitoring the integrity. For performing its computation the KPS needs to know accurate and reliable KRS antennas coordinates. These coordinates are provided as configuration parameters to the KPS. This means that the reference frame in which the KPS work is the one represented by the set of coordinates provided as input. Therefore, the activity to maintain the accuracy of the KRS antenna coordinates is necessary, knowing that coordinates can evolve due to earth plates movements or earthquakes. In this paper, we analyzed the geodetic survey results for KRS antenna coordinates from Site Acceptance Test (SAT) #1 in December 2020 to August 2022. In the future, it is expected that these activities and planning for KRS coordinates maintenance will be produced and provided to KASS system operators for KPS configuration updates during the KASS lifetime of 15 years. Through these maintenance activities, it is expected that monitoring and analysis of unpredictable events such as earthquakes and seism will be possible in the future.

• 한국BIM학회 논문집
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• 제13권3호
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• pp.30-38
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• 2023

Building Information Models(BIM) provides rich geometric and attribute information throughout the entire life cycle of a building and infrastructure object, while Geographic Information System(GIS) enables the detail analysis of urban issues based on the geo-spatial information in support of decision-making. The Integration of BIM and GIS data makes it possible to create a digital twin of the land in order to effectively manage smart cities. In the perspective of integrating BIM data into GIS systems, this study performs literature reviews on georeferencing techniques and identifies limitations in carrying out the georeferencing process using attribute information associated with absolute coordinates probided by Industry Foundation Classes(IFC) as a BIM standard. To address these limitations, an automated georeferencing process is proposed as a pilot study to position a IFC model with the Local Coordinate System(LCS) in GIS environments with the Reference Coordinate System(RCS). An evaluation of the proposed approach over a BIM model demonstrates that the proposed method is expected to be a great help for automatically georeferencing complex BIM models in a GIS environment, and thus provides benefits for efficient and reliable BIM and GIS integration in practice.