• Title/Summary/Keyword: 관측점

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COM component extraction for GPS Car Navigation System (GPS 기반의 CNS 구축을 위한 COM 컴포넌트 추출)

  • Jin, Dal-Lae;No, Hye-Min;Yoo, Cheol-Jung;Chang, Ok-Bae;Kim, Min-Soo
    • Proceedings of the Korea Information Processing Society Conference
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    • 2002.11c
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    • pp.2015-2018
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    • 2002
  • GPS는 인공위성을 이용한 범세계적 위치결정 체계로, 정확한 위치를 알고 있는 위성에서 발사한 전파를 수신하여 관측점까지의 소요시간을 관측함으로써 관측점의 위치를 구하는 체계이다. 본 논문에서는 GPS 위성을 통해 수신한 데이터를 이용하여 CNS를 구축하기 위해 표준화된 프레임워크와 규칙을 기반으로 만들어진 기능별 컴포넌트를 조립 가능하도록 하는 컴포넌트 아키텍처 기술인 마이크로소프트(MS)사의 COM(Component Omject Model) 컴포넌트를 채택하여 CNS 컴포넌트를 추출한다.

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Stability Evaluation of Permanent GPS Site by Least Square Spectrum Analysis (최소자승 스펙트럼분석을 통한 GPS상시관측소의 안정성 평가)

  • 윤홍식
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.18 no.4
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    • pp.379-385
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    • 2000
  • In order to evaluate the stability of permanent GPS arrays for obtaining high precision coordinates, spectral analysis uses the least square spectrum analysis to the coordinate variations of Suwon, Tsukuba and Sanghai stations. Permanent GPS observations at Suwon, Tsukuba and Sanghai have been more or less continuously carried out since 1994. Time series of the resulting coordinate variations are analyzed for long term repeatability and periodic behaviour.

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LIGHT CURVE ANALYSIS OF CONTACT BINARY SYSTEM V523 CASSIOPEIAE (접촉쌍성 V523 CAS의 광도곡선 분석)

  • 김진희;정장해
    • Journal of Astronomy and Space Sciences
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    • v.19 no.4
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    • pp.263-272
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    • 2002
  • A total of 616 observations (308 in B, 308 in V) to. V523 Cas was made on three nights from October 19 to 21 in 1999 using the 1.8m telescope with 2K CCD camera of the Bohyunsan Optical Astronomy Observatory of KAO. With our data we constructed the BV light curves and determined 4 times of minimum light. We also obtained physical parameters of the system by combined analysis of both light and radial velocity curves using the Wilson-Devinney code.

Integrated Management of Digital Topographic Map and Digital Nautical Chart Using Analysis of Control Points in Precise DGPS Surveying (정밀 DGPS측량의 기준점 분석에 따른 수치지형도와 수치해도의 통합관리)

  • Jang Yong-Gu;Kim Sang-Seok
    • Journal of Navigation and Port Research
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    • v.29 no.3 s.99
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    • pp.269-274
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    • 2005
  • Geodetic surveying using precise GPS equipment are used without analysis with a statistical verification of GPS observed value and it was preformed by necessity to integration projection of digital topographic map and nautical Chart for integration geographic information system construction. The purpose of this study proposes method that improve accuracy of GPS observed value and direction that integrally manage digital topographic map and electronic nautical chart in analyzing the boundary line error between digital topographic map and nautical Chart. For improvement of the precision of GPS observed value, the author studied precision-analysis of GPS observed value by geometric strength and variance factor in 3 control points used in GPS network adjustment. And like this, produce EDM measurement using this GPS observation results and compare the whole boundary point error when set digital topographic map and nautical chart by these boundary.

Comparison between at-site frequency analysis and regional frequency analysis at Gangwon Province (강원도에서의 지점빈도분석과 지역빈도분석의 비교)

  • Seo, Dong Il;Kim, Sang Ug;Jeon, Young Il;Han, Jae Wook
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.205-205
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    • 2023
  • 지역 빈도 분석과 점 빈도 분석은 하천 기본계획 및 수공 구조물의 설계에 있어 재현기간 별 확률강우량을 산정하기 위한 방법이다. 점 빈도 분석은 자료의 수가 부족하여 높은 재현기간에 대한 확률강우량을 산정하기에 어려운 점이 있다. 2019년도부터 사용되고 있는 지역빈도분석 방법은 이러한 점을 보완해주고 있다. 지역빈도분석을 수행하기 위해서는 지역의 동질성을 확인하는 과정이 가장 중요한 과정이다. 이러한 동질성을 판단하기 위하여 K-means등의 군집분석과 L-moment 법 등을 사용하고 있다. 이러한 차이점으로 인해 두 방법 간의 정확성은 비교가 어려우나 서로 간의 장점, 단점과 결과 간의 차이를 기반으로 산간지역이 많은 강원도와 같은 지역에 대한 확률강우량 산정의 적절한 방법을 판단해보고자 본 연구를 진행하였다. 지역 빈도 분석은 강원도에 위치한 48개 관측소의 강우 자료 수집 후 고도, 위치, 지속시간 별 강우량을 변수로 지정하고 K-means 분석을 통해 6개의 군집으로 구분하여 수행되었다. 이질성 척도는 관측 자료와 500번의 모의 수행을 통해 결정하였다. 이후 분석된 군집이 동질한 경우 확률분포형에 적합시켜 확률강우량을 산정하였다. 점 빈도 분석은 지역 빈도 분석에서 결정된 군집에서의 최대 강우량과 최소 강우량 관측소의 자료를 이용하여 수행하였다. 본 연구에서는 점빈도분석과 지역빈도분석의 결과를 비교하였으며, 두 가지 분석 방법에 따른 차이의 발생원인 및 특성을 결론으로 제시하였다.

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Selection of the Optimal Location of Traffic Counting Points for the OD Travel Demand Estimation (기종점 수요추정을 위한 교통량 관측지점의 적정위치 선정)

  • 이승재;이헌주
    • Journal of Korean Society of Transportation
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    • v.21 no.1
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    • pp.53-63
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    • 2003
  • The Origin-Destination(OD) matrix is very important in describing transport movements in a region. The OD matrix can be estimated using traffic counts on links in the transport network and other available information. This information on the travel is often contained in a target OD matrix and traffic counts in links. To estimate an OD matrix from traffic counts, they are the major input data which obviously affects the accuracy of the OD matrix estimated, Generally, the quality of an estimated OD matrix depends much on the reliability of the input data, and the number and locations of traffic counting points in the network. Any Process regarding the traffic counts such as the amount and their location has to be carefully studied. The objective of this study is to select of the optimal location of traffic counting points for the OD matrix estimation. The model was tested in nationwide network. The network consists of 224 zones, 3,125 nodes and 6,725 links except to inner city road links. The OD matrix applied for selection of traffic counting points was estimated to 3-constrained entropy maximizing model. The results of this study follow that : the selected alternative to the best optimal counting points of six alternatives is the alternative using common links of OD matrix and vehicle-km and traffic density(13.0% of 6,725 links), however the worst alternative is alternative of all available traffic counting points(44.9% of 6,725 links) in the network. Finally, it should be concluded that the accuracy of reproduced OD matrix using traffic counts related much to the number of traffic counting points and locations.

A Study on the Introduction of GPS Virtual Reference System in South Korea (GPS 가상기준점 도입에 관한 연구)

  • 최윤수;이용창;권재현;이재원
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.22 no.2
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    • pp.105-116
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    • 2004
  • According to the developing advanced techniques and removal of Selective Availability, much research has been conducted to improve the accuracy of GPS positioning in absolute and relative mode by estimating the nuisance parameters such as atmospheric effect, clock errors and multipath. Especially, the continuous effort of establishing the CORS in many countries and the effort of ICS making effective global networking make more application areas and the necessity of more precise location is being increased. Some of the countries like German, Japan and Swiss already utilized the Virtual Reference System for better location accuracy and services. In this study, the VRS system is investigated in terms of system principle, required H/W and S/W, management and operation, revision of related law, expected application and market etc. and find optimal solution in each aspect for economic and fast set up of the system in this country. The analysis of Korean CORS, communication infra and market estimation is performed for the efficient system establishment. Also. the suggestion on the advertisement and education of the system is also included. It is expected that this study contributes for the establishment of effective and precise nationwide location service so that many SOC areas including navigation, GIS, Telematics, LBS can provides better service for the users.

A Study on the Gravity Base station in KOREA (우리 나라 중력기준점에 대한 고찰)

  • 조진동;최종호;김건수
    • Proceedings of the KSEEG Conference
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    • 1999.04a
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    • pp.127-129
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    • 1999
  • 현재 국내에서 사용되고 있는 중력 기준점은 서로 다른 2 개의 루트를 통하여 유도되었다. 따라서 중력에 관련된 업무를 수행하는 연구자에게는 서로간의 신뢰도 문제를 야기시키고 있다. 그러므로 본 연구의 목적은 이들의 중력 기준점의 값을 상호 비교 검토하여 올바른 중력 기준점 값을 제시하는 데 두고있다. 따라서 중력 기준점 값을 상호 비교검토을 위하여, 1973년도 한$\cdot$영, 1974년도 한$\cdot$일 협력에 의해서 이루어진 중력 기준점 : 구 국립지질광물연구소(서울), 국립지리원(구 서울시 동대문구 휘경동 소재) 및 표준연구소(대전)을 관측하였다. 그 결과, 절대 중력관측에 의한 중력 값이 결정되기까지는 국립지리원에서 국내에 설치한 중력기준점 값을 사용하는 것이 바람직하다.

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Estimation of the Regional Future Sea Level Rise Using Long-term Tidal Data in the Korean Peninsula (장기 조위자료를 이용한 한반도 권역별 미래 해수면 상승 추정)

  • Lee, Cheol-Eung;Kim, Sang Ug;Lee, Yeong Seob
    • Journal of Korea Water Resources Association
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    • v.47 no.9
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    • pp.753-766
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    • 2014
  • The future mean sea level rise (MSLR) due to climate change in major harbors of Korean Peninsula has been estimated by some statistical methods in this article. Firstly, Mann-Kendall non-parametric trend test to find some trend in the observed long-term tidal data has been performed and also Bayesian change point analysis has been used also to detect the location of change points and their magnitude quantitatively. Especially, in this study, the results from Bayesian change point analysis have been applied to combine 4 future MSLR scenario projections with local MSLR data at 5 tidal gauges. This proposed procedure including Bayesian change point analysis results can improve the step for the determination of starting years of future MLSR scenario projections with 18.6-year lunar node tidal cycle and effectively consider local characteristics at each gauge. The final results by the proposed procedure in this study have shown that the future MSLR in Jeju region (Jeju tidal gauge) is in the largest increment and also the future MSLRs in Western region (Boryeong tidal gauge) and Southern region (Busan tidal gauge) are in the second largest one. Finally, it has been shown that the future MSLRs in Southern region (Yeosu tidal gauge) and Eastern region (Sokcho tidal gauge) seem to be in the relatively smallest growth among 5 gauges.

Implementation of View Point Tracking System for Outdoor Augmented Reality (옥외 증강현실을 위한 관측점 트래킹 시스템 구현)

  • Choi, Tae-Jong;Kim, Jung-Kuk;Huh, Woong;Jang, Byung-Tae
    • Journal of the Institute of Electronics Engineers of Korea SC
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    • v.41 no.4
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    • pp.45-54
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    • 2004
  • In this paper, a view point tracking system has been realized for outdoor augmented reality including broad area monitoring. Since the surroundings of the moving view point are changing, it is necessary to track the position and observation moment of the view point system for consistency between real and virtual images. For this reason, the GPS(Global Positioning System) is applied to the realized system for tracking the information on position and direction of the moving system. In addition, an optical position tracking system that is able to track view point in a limited area is used, because the local tracking system has to trace the image variation, seen to the observer in a moving vehicle, at a particular position and time. It was found that the realized outdoor augmented reality system, which combined the virtual information tracked in real time with the real image, can be very practical in various application area.