• Journal of the Korean Society for Railway
• /
• v.13 no.3
• /
• pp.304-308
• /
• 2010

This paper presents a methodology for identifying track irregularity using a wavelet transfer function. An equivalent wavelet SISO (single-input single-output) transfer function is defined by the measured track geometry and the acceleration data measured at a bogie of a train. All the measured data with various sampling frequencies were rearranged according to the constant 25cm reference recording distance of the track recording vehicle used in the field. Before applying the wavelet transform, measured data were regressed by eliminating those out of the range. The inverse wavelet transfer function is also formulated to estimate track geometry. The closeness of the estimated track geometry to the actual one is evaluated by the coherence function and also by FRF (frequency response function). A track irregularity index is defined by comparing the variance of the estimation error from the intact condition and that from the current condition. A simulation study has been carried out to examine the proposed algorithm.

• Journal of the Korean Society for Aeronautical & Space Sciences
• /
• v.31 no.9
• /
• pp.64-74
• /
• 2003

This paper proposes a new autonomous stationkeeping system suitable for geostationary satellite and conducts computer simulation to verify the proposed algorithm. The proposed onboard system receives pseudo-range signal from ground equipments located at two different position with long baseline, determines the orbit error in realtime and generates orbit control commands. For minimized onboard stationkeeping logic and better reliability, the orbit controller is designed to generate control signal to have the orbit roughly follow predetermined reference range data which is generated through ground based computer simulation. The reference range data is assumed to be uploaded with time tag. A simple orbit controller is proposed which combines the reference $\Delta$V and feedback control signal. Finally, the performance of the proposed system is verified through the computer simulations.

• Bulletin of the Korean Space Science Society
• /
• 2009.10a
• /
• pp.27.2-27.2
• /
• 2009

SLR (Satellite Laser Ranging) 데이터의 높은 거리측정 정밀도는 위성 추적 시스템의 검증 및 보정, 위성의 정밀궤도결정, 지구와 관련된 물리 상수 및 모델 검증, 우주파편과 같은 우주물체의 추적 및 감시 등에 활용이 가능하다. 특히 위성의 정밀궤도결정에 SLR 데이터를 활용하는 것은 고정밀 지구관측 위성 및 독자적인 항법 시스템 운영에 필수적인 부분이다. SLR 시스템은 위성 관측 가능 시간 및 지역이 한정되어 있기 때문에 정밀궤도 결정에 활용하는 것이 쉽지 않다. 따라서 이 연구에서는 SLR 데이터를 사용하기 위한 효율적인 정밀궤도결정 전략에 대해서 알아보았다. 동역학 및 관측 모델, 지상국의 개수, 초기 궤도 오차, 필터링 방법, 고도각에 따른 관측 데이터 선택 등의 기준을 선정하고 각각의 경우에 대해 정밀궤도결정을 수행하고 결과를 분석하였다. 정밀궤도결정 테스트를 위해서는 YLPODS (Yonsei Laser-ranging Precision Orbit Determination System)과 SLR정규점 (Normal Point) 데이터를 사용하였다. 이를 통해서 SLR 데이터를 사용하기 위한 효율적인 정밀궤도결정 전략에 대해 고찰해보았다.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
• /
• 2003.04a
• /
• pp.531-536
• /
• 2003

In this paper, a camera modeling method that utilizes ephemeris data and imaging geometry is presented. The proposed method constructs a mathematical model only with parameters that are contained in the leader file and does not require any ground control points for model construction. Control points are only needed to eliminate geolocation error of the model that is originated from errors in the parameters that are used in model construction. With few (one or two) of control points, RMS error of less than pixel size can be obtained and control points are not necessarily uniformly distributed over the entire scene. This advantage is crucial in large project and will enable to reduce project cost dramatically.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
• /
• 2013.06a
• /
• pp.108-110
• /
• 2013

GPS 신호에는 여러 가지 오차가 포함되어 사용자가 이를 그대로 이용할 경우 높은 정확도의 위치를 얻을 수 없다. 따라서 신호의 오차를 제거하고 높은 위치 정확도를 얻기 위하여 여러 가지 보정시스템들이 개발되어왔다. 그 중에서 광역보정시스템은 여러 개의 기준국 네트워크로부터 데이터를 수집하여 3차원 위성궤도 오차, 위성 시계오차, 서비스 지역의 전리층 지연 오차를 추정하여 사용자에게 보정정보를 제공한다. 사용자는 보정정보를 수신하여 자신의 위치에 맞는 오차정보를 계산하여 정확도를 높일 수 있다. 이러한 광역보정시스템의 성능은 기준국의 배치에 따라 차이를 보일 수 있으므로 적절한 기준국 선정을 위해서는 기준국 네트워크 변화에 따른 성능 분석이 필수적이다. 본 논문에서는 국토해양부 NDGPS 기준국 중에서 후보군을 선정한 후 시뮬레이션을 통하여 기준국 네트워크 변화에 따른 사용자 정확도, 가용성을 분석하였다. 그리고 실제 기준국에서 수집된 측정치를 처리하여 성능분석을 수행하였다.

• Journal of the Korean Society for Railway
• /
• v.16 no.1
• /
• pp.40-46
• /
• 2013

Based on Korean railway design standards, the thicknesses of the reinforced roadbeds of conventional and high speed railways are different, and so too, for the size distribution of the ballast particles. Accordingly, considerable cost would be required to increase operating speeds of conventional lines, in particular related to changing from a ballasted track system to a ballastless one. In this study, applicability of a roadbed which supports conventional ballasted track, for use as a ballastless track for a high speed rail line was examined. A reinforced roadbed for a conventional railway is 20cm thick, and the type of material used for a conventional reinforced roadbed is M-40 (crushed gravel for road embankments). A dynamics test was conducted to evaluate the occurrence of the permanent settlement of the track substructure. These results suggest that, without changes to the track substructure, an operational speed of 400km/h is feasible with a ballastless track. This result; however, is from laboratory experiments. Further studies, such as numerical analyses or field validation, are required.

• Journal of the Korean Society for Railway
• /
• v.14 no.6
• /
• pp.526-534
• /
• 2011

In this study, proposed is the methodology to determine the upper limit for stiffness of rail pad for the ballasted and concrete track in high-speed railway in the viewpoint of running safety, considering the dynamic characteristics of train and track and the operation environment. For the track irregularity, one of the most important input parameters for traintrack interaction analysis, the reference vertical track irregularity PSDs(power spectral densities) for the ballasted and concrete track in a wide range of frequencies were proposed based on those presented in France and Germany and that obtained from the measured data at Kyeong-Bu 1st phase high-speed railway line. Using these reference PSD models, the input data for the vertical track irregularity data were regenerated by random generation process, and then, the wheel load reduction rates according to the stiffness of the rail pads have been calculated by the train-track interaction analysis technique. Finally, by comparing the wheel load reduction rates calculated with the derailment criteria prescribed in the Korean standards for railway vehicle safety criteria, the upper limits for the stiffness of rail pad have been proposed.

• The Journal of the Convergence on Culture Technology
• /
• v.8 no.5
• /
• pp.477-482
• /
• 2022

The structure of the turnout track is very complex, so it is a facility that is more difficult to maintain and requires detailed management than a general track type. The purpose of this study is to analyze the effect on the deformation of the turnout system of the ground section due to the excavation work adjacent to the serviced urban railways. In this study, based on finite element analysis for each stage of adjacent excavation, the track deformation for each major location of turnout system was analyzed in consideration of the layout of the turnout system installed on the ground section, and the safety and stability was confirmed by comparing it with the track irregularity regulation. As a result of the study, it was found that the major construction stage affecting the track deformation of the turnout system on the ground section was the final stage of excavation. In addition, although the vertical displacement which is a vertical irregularity occurred relatively large, it was analyzed that the horizontal deformation was dominant overall, because of the excavation site is located on the side of the turnout system. In addition, it was analyzed that the amount of displacement at each major location of the turnout system is different, and there is a possibility that there may be a twist irregularity due to the deviation of the track deformation for each location according to the distance from the excavation site. Therefore, it was analyzed that it is necessary to classify and manage the importance of the track deformation of the turnout system of actual operating line, including additional displacement due to adjacent excavation, based on the track irregularity that has occurred at each location where the major deformation characteristics occur.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
• /
• 2004.11a
• /
• pp.291-294
• /
• 2004

최근 들어 위성영상의 사용성 증대와 더불어 고정밀한 공간지리정보의 획득에 대한 관심이 증대되고 있으며, 모델링의 정확도 수준은 수치표고모형, 정사영상 등에 영향을 미치므로 고정밀 모델링 기법을 수행하여야함. 또한 비접근 지역의 경우 많은 기준점을 획득하기 어려우므로 최소 기준점 즉, 2점 의 GPS관측성과와 수치지도를 이용하여 궤도모델링을 수행한 후 모델링(Bundle Adj.)을 수행

• Journal of the Korea Institute of Information and Communication Engineering
• /
• v.5 no.1
• /
• pp.34-40
• /
• 2001

The necessary of research is proposed about sharing between networks of the fixed-satellite service using non-geostationary satellites and other networks of the fixed-satellite service, interference criteria and calculation methods for the fixed-satellite service because WRC-2000 make a decision that the frequency bands l1/14GHz and 20/30GHz are available to system in the fixed-satellite service employing satellite in both geostationary and non-geostationary orbits. In the paper, four methodologies attempting to derive continuous curves of korea satellite network EPFD(equivalent power flux density) are used.