• Spatial Information Research
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• v.13 no.4 s.35
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• pp.373-380
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• 2005

Mobile Mapping Systems are effective systems to acquire the position and image data using vehicle equipped with the GPS (Global Positioning System), IMU (Inertial Measurement Unit), and CCD camera. They are used in various fields of road facility management, map update, and etc. In the general photogrammetry such as aerial photogrammetry, GCP (Ground Control Point)s are needed to compute the image exterior orientation elements (the position and attitude of camera). These points are measured by field survey at the time of data acquisition. But it costs much time and money. Moreover, it is not possible to make sufficient GCP as much as we want. However Mobile Mapping Systems are more efficient both in time and money because they can obtain the position and attitude of camera at the time of photographing. That is, Image Orientation Technique must use GCP to compute the image exterior orientation elements, but on the other hand Direct Georeferencing can directly compute the image exterior orientation elements by GPS/INS. In this paper, we analyze about the positional accuracy comparison of ground point using the Image Orientation Technique and Direct Georeferencing Technique.

• Defense and Technology
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• no.3 s.253
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• pp.51-59
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• 2000

보고시기를 결정하는 요소에는 시간과 거리가 있는데 매우 불규칙적인 전장상황하에서 고정시간에 의한 위치보고를 한다면 적시에 위치보고를 할 수 있는 확률이 떨어지게 되고 오히려 불필요한 트래픽이 커지게 되므로 거리에 의한 보고를 원칙으로 하되, 일정시간 이상 보고가 없을 때는 위치변화가 크지 않더라도 자동으로 보고를 하도록 하는 알고리즘을 채택하는 것이 합리적이라고 판단된다. 그러나 비록 거리에 의한 위치보고를 실시하더라도 트래픽을 계산하기 위해서는 시간주기가 필수적이다

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2006.04a
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• pp.21-26
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• 2006

기존 해상구조물의 위치결정은 조류나 바람, 안개, 비, 눈, 일조시간 등의 기상조건으로 인한 장해요인과 지상 기준점 좌표값을 쉽게 이용하기가 곤란하기 때문에 정확한 위치결정을 할 수 있는 기법이 필요하다. 기존의 측량방법은 해상의 가설측량대 설치 및 철거에 따른 시간과 예산이 소요되고, 기상조건에 따라 시준이 불가능하여 작업 중단과 공기가 지연되며, 시준오차와 자료 오기오차 등이 발생하는 문제점을 가지고 있다. 본 연구에서는 GPS측량방법을 이용하여 현장 Calibration을 수행하여 위치정확도를 향상시키고, 해상에서의 기상조건에 따른 문제점과 상시 Monitoring에 의한 자동제어시스템을 개발함으로써 측량 정확도 향상과 해상구조물 공사기간 단축, 공사비 절감 등의 효과를 가져 올 수 있도록 하였다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.14 no.1
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• pp.89-95
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• 1996

As an attempt to apply GPS technique to aerial photogrammetry, an effort is exerted to replace the ground control points that were necessary in the traditional aerial photogrammetry with the aerial control by measuring the position of the camera exposure. In this study, various situations are simulated to test the conditions that affect the positioning of the points in aerial photogrammetry for the use of GPS data. From the result of the simulations, the necessary conditions and the applicable values to produce a 1:1, 000 topographical map were suggested. In the case of a photo block consists of 104 photos, we found a minimum of six ground control points make acceptable accuracy under the condition of below $10\mu{m}$ image positional error and with the ground observations.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.9 no.2
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• pp.103-113
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• 1991

The accuracy of input coordinates of ground control points and check points affects great influences to the results of ground coordinate computation in using SPOT digital image data. The original SPOT images displayed on CRT are not usually adequate for identifying the object features and determining the point positioning. Hence, appropriate image processing techniques such as contrast enhancement, subpixel interpolation, edge enhancement, and spatial filtering are needed. In this study, the principles of digital image processing needed for accurate three dimensional positioning and spectral characteristic analysis are investigated. The algorithms for the actual applications are developed and programmed. And using the developed image processing software, some SPOT P-mode and XS-mode images are merged into the SPOT P＋XS, the high-resolution color composite image.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.10a
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• pp.324-328
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• 2008

지상 LiDAR(Light Detection And Ranging)는 정밀하고 빠르게 물체의 3차원 형상을 측량할 수 있는 시스템이다. 기본적으로 종전의 레이저 측량기의 기능을 갖고 있으며, 초당 최대 $5,000{\sim}50,000$ point의 레이저를 대상체 표면에 발사하여 대상체면에 투사한 레이저의 간섭이나 반사를 이용하여 대상체면상의 point could의 공간정보를 취득하는 관측방식의 3차원 정밀 측량으로서 대상체의 표면으로부터 상대적인 3차원(X, Y, Z) 지형공간좌표를 각각의 Point 데이터로 기록한다. 이러한 측정방법은 레이저가 반사되어 돌아오는 시간을 계산하여 거리를 결정하고 ${\theta}_h$(수평각)과 ${\theta}_v$(수직각) 각도만큼 수평, 수직으로 회전하여 측정한 점의 위치를 결정하므로 데이터 취득 각도에 따른 오차가 발생하게 된다. 본 연구 에서는 지상LiDAR 데이터 취득각도에 따른 오차 시뮬레이션 실시하여 실제 실험과의 비교 및 입사각에 따른 정확도 분석을 실시하였다.

• Aerospace Engineering and Technology
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• v.7 no.2
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• pp.187-195
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• 2008

Generation of accurate ground coordinates from high resolution satellite image are becoming increasingly of interest. The primary focus of this paper is to compute satellite direct sensor model (DSM) and rational function model (RFM) for accurate generation of ground coordinates from high resolution satellite images. Being based on this we presented an algorithm to be able to efficiently ground coordinates about large area with introducing RFM(rational function model) method applied to rigorous sensor modeling standing on basis of satellite orbit dynamics and collinearity equation, and sensor modeling of high-resolution satellite data like IKONOS, QuickBird, KOMPSAT-2 and others. The general high resolution satellite measures the position, velocity and attitude data of satellite using star, gyro, and GPS sensors.

• The Bulletin of The Korean Astronomical Society
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• v.43 no.1
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• pp.71.1-71.1
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• 2018

천문학자들에게 분광관측은 천체를 연구하는데 가장 강력한 방법이다. 태양계 바깥쪽에 위치한 목성, 토성, 타이탄 연구도 분광관측은 행성천문학자들에게 매우 유용하여 대형 지상 망원경을 사용한 분광 관측과 더불어 행성탐사선들에 장착된 분광기를 사용하여 새롭고 유용한 과학적 정보를 얻어왔다. 본 발표에서는 20세기 말에 시작된 탐사선을 이용한 외행성계 탐사와 지상관측 결과를 리뷰하고 얼마 전 토성 탐사를 마친 카시니 탐사선, 현재 목성에서 활약하고 있는 주노 탐사선, 이들과 병행하여 수행되었고, 수행되고 있는 지상 분광관측 결과를 소개한다. 목성, 토성, 타이탄 탐사는 미국과 서구유럽에 의해 주도적으로 수행되어 왔는데, 지금까지의 탐사선들과 지상관측으로 축적된 자료들에 대한 정밀 분석과 비판적 검토를 수행하면 우리나라 우주개발 중장기 계획에 포함 되어 있는 행성탐사계획의 최적화된 방향 결정에도 도움이 될 것이다.

• Journal of the Korean Association of Geographic Information Studies
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• v.8 no.1
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• pp.88-95
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• 2005

Direct Georeferencing by combined multi-sensor based on the direct measurement of the projection centers and rotation angle of sensor through loading the GPS and INS in aircraft. The method of combined multi-sensor can offer us to acquire the exterior orientation parameters with only minimum GCPs, even the ground control process could be completely skipped. Consequently, It is possible extreme to reduce the time and expense for the mapping process. In this study, a CCD camera is simultaneously used in combined multi-sensor surveying, and acquired CCD image through Direct Georeferencing produce digital orthoimage. In this process, methods of combining sensor and digital orthoimage are examined and estimated. For the comparison of the positioning accuracy digital orthoimage through Direct Georeferencing, GCPs determined by GPS surveying are used. Two digital orthoimage are produced; one with a few GCP and the other without them. The accuracy of orthoimages produced through combined multi-sensor with GCPs meets that of 1:1,000 maps. Without GCPs, it meets that of 1:5,000 maps.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.32 no.4_1
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• pp.293-298
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• 2014

Recently, the direct georeferencing has been becoming a common method in the aerial photogrammetry. As this direct georeferencing method using converged sensor of the digital photogrammetry camera and GPS(Global Positioning System)/INS(Inertial navaigation System), more rapid and accurate aerial photogrammetry has improved following advanced performance in photogrammetry. Since the accuracy of EO parameters from the direct georeferencing is determined by GPS/INS accuracy, it is significant to calculate the exact attitude information using values of INS rotations. For following calculations, the misalignment, such as INS rotation and the gap of GPS/INS, has to be decided. Because the number of ground control points are used for tirangulation and boresight calibration, those results should be different according to array and location of ground control points. In the study, those location and array of ground control points were tested to be used boresight calibration. As a result, there is no significant change of misalignment and exterior orienation parameters in the case when ground control points were at all course. On the contrarily, the difference has been shown in the case of no ground control point at course.