• Korean Journal of Remote Sensing
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• v.37 no.3
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• pp.567-575
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• 2021

In order to correct the provided RPC and DEM generated from the high-resolution satellite images, the acquisition of the ground control point (GCP) must be preceded. This task is a very complicate that requires field surveys, GPS surveying, and image coordinate reading corresponding to GCPs. In addition, since it is difficult to set up and measure a GCP in areas where access is difficult or impossible (tidal flats, polar regions, volcanic regions, etc.), an alternative method is needed. In this paper, we propose a 3D surface matching technique using only the established ground coordinate package, avoiding the ground-image-location survey of the GCP to correct the DEM produced from WorldView-2 satellite images and the provided RPCs. The location data of the public control points were obtained from the National Geographic Information Institute website, and the DEM was corrected by performing 3D surface matching with this package. The accuracy of 3-axis translation and rotation obtained by the matching was evaluated using pre-measured GPS checkpoints. As a result, it was possible to obtain results within 2 m in the plane location and 1 m in height.

• Journal of the Korea Institute of Military Science and Technology
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• v.26 no.2
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• pp.129-138
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• 2023

Acquiring precise coordinates of ground targets can be regarded as the key mission of the tactical-level military UAS(Unmanned Aerial System) operations. The coordinates deviations for the ground targets estimated from UAV (Unmanned Aerial Vehicle) images may depend on the sensor specifications and slant ranges between UAV and ground targets. It has an order of several tens to hundreds of meters for typical tactical UAV mission scenarios. In this paper, we propose a scheme that precisely acquires target coordinates from UAS by mapping image pixels to geographical coordinates based on GCP(Ground Control Points). This scheme was implemented and tested from ground control station for UAS. We took images of targets of which exact location is known and acquired the target coordinates using our proposed scheme. The experimental results showed that errors of the acquired coordinates remained within an order of several meters and the coordinates accuracy was significantly improved.

• Journal of Korean Society for Geospatial Information Science
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• v.10 no.3 s.21
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• pp.115-122
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• 2002

The mainly used technique to rectify satellite images with distortion is to develop a mathematical relationship between the pixel coordinates on the image and the corresponding points on the ground. By defining the relationship between two coordinate systems, a polynomial model is designed and various linear transformations are used. These GCP based geometric correction has performed overall plane to plane mapping. In the overall plane mapping, overall structure of a scene is considered, but local variation is discarded. The highly variant height of region is resampled with distortion in the rectified image. To solve this problem, this paper proposed the TIN-based rectification on a satellite image. The TIN based rectification is good to correct local distortion, but insufficient to reflect overall structure of one scene. So, this paper shows the experimental result and the analysis of each rectification model. It also describes the relationship GCP distribution and rectification model. We can choose a geometric correction model as the structural characteristic of a satellite image and the acquired GCP distribution.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2003.04a
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• pp.349-353
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• 2003

최근 관심이 증대되고 있는 국토모니터링과 관련하여 기존의 SPOT, IRS, KOMPSAT, LANDSAT 등의 중ㆍ저해상도 위성영상과 IKONOS 등의 고해상도 위성영상을 이용하여 국토의 변화를 탐지하고자 하는 시도가 활발히 진행되고 있다. 이 때 영상의 기하보정은 필수적인 과정이며 영상의 기하보정시 기준점을 취득하는 과정에 많은 시간과 작업비용이 소요된다. 현재 기준점 취득은 수치지도 등을 통해 기존의 지상기준점을 이용하는 방법과 GPS를 이용한 현지 측량방법이 활용되고 있는데 동일지역에 대해 매번 사업 때마다 수행되고 있는 실정이다. 따라서 이러한 과정을 보다 효율적으로 수행하기 위한 하나의 방안으로 본 연구에서는 image chip을 이용하여 GCP를 취득하고 이를 데이터베이스로 구축하여 기존의 작업을 자동화, 체계화하고자 하였다. 이를 통하여 중복측량 방지와 데이터의 균질성을 기할 수 있었다. Image Chip의 영상 정합을 위해서는 상관계수법과 최소제곱정합법을 이용하여 부영상소 단위까지 정합결과를 얻을 수 있었으며 위성의 header 정보로부터의 영상의 표정각과 입사각에 대한 정보를 이용하여 축척과 회전요소를 고려함으로써 영상 정합시 보다 정확한 기준점 정보를 취득할 수 있었다. 또한, 이종 센서간 영상정합 가능성에 대해서 연구한 결과 KOMPSAT과 SPOT간에는 신뢰할 만한 수준의 정합 결과를 얻을 수 있었으나 고해상도 영상의 경우에는 항공사진과 IKONOS의 영상 정합시 센서의 방사학적 특성의 차이로 신뢰할 안한 결과를 얻을 수 없었다. 영상 정합시 정확도에 영향을 미치는 인자들에 관한 실험 결과 센서의 파장, 계절, Chip 영상의 크기 등이 큰 영향을 미쳤으며 영상정합을 위해 영상 GCP를 데이터베이스에서 검색할 때 이에 대한 고려가 우선적으로 이루어져야 할 것으로 사료된다.n of hub-and-spoke system, integration of logistics bases, introduction of (automatic) parking building, diversification of transportation mode, and etc. At the same time, we constructed three practically executable scenarios based on those ideas. The first is "Center Hub" scenario, the second is "Metropolitan Hub" scenario. The third and last scenario is "Regional Consolidation of Warehouses (distribution centers)".f worldly desire' and 'cordiality' that one could be deserved his diligency becoming a part of the harmonious idealistic living place. Fourthly, on the character of story teller. Originally he is a incomer of "Gang-Ho" from real world. so that reason, he is showing dualism not to deny the loyalty oath to his king, while he intends to satisfy with the life in "Gang- Ho" separating himself from real world. As a gentry, at that time, the loyalty oath is inevitable one and that is found from wr

• Proceedings of the KSRS Conference
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• 2000.04a
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• pp.85-90
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• 2000

백두산 지역의 JERS-1 SLC 영상과 볼리비아 지역의 RADARSAT 영상에 대해 각각 interferometry와 radargrammetry를 이용하여 수치표고모형을 제작하였다. Interferometry 는 coregistration, interferogram 작성, phase unwrapping 과정으로 나눠지는데 temporal decorrelation으로 낮은 coherence, 부정확한 궤도정보가 DEM의 정확도를 저하시키는 주요 원인으로 작용하였다. Radargrammetry는 photogrammetry와 동일한 처리과정, 즉 GCP를 이용한 stereo model 설정, 영상 matching, 고도추출단계로 이루어지지만 광학영상 과는 다른 SAR 영상의 기하학적, 방사적 특성이 고려되어야 한다.

• Korean Journal of Remote Sensing
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• v.37 no.3
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• pp.431-447
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• 2021

Recently, the use of high-resolution satellites is increasing in many areas. In order to supply useful satellite images stably, it is necessary to establish automatic precision geometric correction technic. Geometric correction is the process that corrected geometric errors of satellite imagery based on the GCP (Ground Control Point), which is correspondence point between accurate ground coordinates and image coordinates. Therefore, in the automatic geometric correction process, it is the key to acquire high-quality GCPs automatically. In this paper, we proposed iterative precision geometry correction method. we constructed an image pyramid and repeatedly performed GCP chip matching, outlier detection, and precision sensor modeling in each layer of the image pyramid. Through this method, we were able to acquire high-quality GCPs automatically. we then improved the performance of geometric correction of high-resolution satellite images. To analyze the performance of the proposed method, we used KOMPSAT-3 and 3A Level 1R 8 scenes. As a result of the experiment, the proposed method showed the geometric correction accuracy of 1.5 pixels on average and a maximum of 2 pixels.

• The Journal of the Korea Contents Association
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• v.7 no.9
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• pp.204-211
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• 2007

In this study 3D topographic modeling was made by using aerial photography and digital terrain map, through this we did visibility analysis and implemented Web GIS of Dong-A university. Studying area was Busan Saha-gu Hadan-dong, we used aerial photography on a scale of 1:20,000 and digital terrain map on a scale of 1:5,000. Ortho correction image was made by aerial photography through selecting GCP, image matching, image resampling and precise differential rectification. And DEM on digital map was created using ArcView program, making 3D topographic modeling by road layer and building layer and implementing Web GIS about Dong-A university.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.13 no.1
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• pp.85-94
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• 1995

Remote Sensing plays an Important role when we gather and extract many informations about development of the land, circumstances of urbans, land use, surveying resource and marine, geological survey, classification of trees, and condition of trees. For geometric collection to improve the accuracy of positioning with data in the processing of projection treatment by remote sensing. Authors have compared two methods by maps and GPS. Thereafter authors study exact transmation of coordinates in the projection of satellite. Authors have tried to gain improvability of difficulties and problems in the real topography, and Authors consider the coordinates system about global superposition by satellite image.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2003.04a
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• pp.249-254
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• 2003

• Journal of the Korean Association of Geographic Information Studies
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• v.6 no.1
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• pp.98-106
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• 2003

Because satellite images have the advantage of high resolution, multi-spectral, revisit and wide swath characteristics, it is increased to utilize satellite image and get information little by little in nowadays. In order to utilize remote sensed images effectively, it is necessary to process satellite images through many processing steps. Among them, geometric correction is essential step for satellite image processing. In this study, we constructed geometric correction data using LANDSAT satellite images. First, we extracted GCPs from maps and constructed database over the Korean peninsular. Second, LANDSAT satellite images, 165 scenes were corrected geometrically using GCP database. Finally, we made 7 mosaic images by means of geometric correction images over Korean peninsular. We think that constructed geometric correction data will be used for many application fields as basic data.