• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.21 no.1
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• pp.1-7
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• 2003

Practical use is increasing on the aerial ortho image recently, and much researches for geographic information system build that use high resolution satellite image cause this are progressing. Also many researches that use KOMPSAT-1 satellite image of resolution 6.6m are performing in these days, estimation for between aerial photo and satellite image is needed. In this treatise scanned image of aerial photo, using aerial photo resampling image of resolution equal with KOMPSAT-1 image using aerial photo, and KOMPSAT-1 satellite image use for experimental image making each orthoimage, classified feature for estimate. We evaluated to what level that an separation item could be able to estimate in each orthoimage. As result of estimation analysis, In the classified feature in aerial photo orthoimage with aerial photo resampling image orthoimage is about 61%, KOMPSAT-1 satellite image orthoimage is almost 41% could estimated. Through this investigation estimate, KOMPSAT-1 satellite sue to map updating, geographic information og non-approach area and environment inspect.

• Journal of the Korean Association of Geographic Information Studies
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• v.17 no.4
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• pp.156-166
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• 2014

As of 2014, KARI (Korea Aerospace Research Institute) operates two high-resolution satellites such as Kompsat-2 and Kompsat-3. Kompsat-3 has capability of in-track stereo images acquisition but it is quite limited because the stereo mode lowers the spatial coverage in a trajectory. In this paper we analyze the epipolar geometry from the heterogeneous Kompsat-2 and Kompsat-3 image combination to epipolar resample them for 3D spatial data acquisition. The analysis was carried out using the piecewise approach with RPCs (Rational Polynomial Coefficients) and the result showed the parabolic epipolar curve pattern. We also concluded that the third order polynomial transformation is required for epipolar image resampling. The resampled image pair showed 1 pixel level of y-parallax and can be used for 3D display and digitizing.

• Journal of Korean Society for Geospatial Information Science
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• v.18 no.2
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• pp.35-45
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• 2010

The objective of this study is to verify the positional accuracy by performing the orthometric corrections on the high resolution satellite images and to analyze the band correlation between the high resolution images corrected with orthometric correction. The objectives also included an analysis on the correlation of NDVI. For the orthometric correction of images from KOMPSAT2 and IKONOS, systematic errors were removed in use of RPC data, and non-planar distortions were corrected with GPS surveying data. Also, by preempting the image points at the same positions within ortho images, a comparison was performed on positional accuracies between image points of each image and GPS surveying points. The comparison was also made on the positional accuracies of image points. between the images. For correlation of band and correlation of NDVI, the descriptive statistics of DN values were acquired for respective bands by adding the Quickbird images and Aerial Photographs undergone through orthometric correction at the time of purchase. As result, from a comparison on positional accuracies of Orthoimages from KOMPSAT2 and Ortho Images of IKONOS was made. From the comparison the distance between the image points within each image and GPS surveying points was identified as 3.41m for KOMPSAT2 and as 1.45m for IKONOS, presenting a difference of 1.96m. Whereas, RMSE between image points was identified as 1.88m. The level of correlation was measured by using Quickbird, KOMPSAT2, IKONOS and Aerial Photographs between inter-image bands and NDVI, showing that there were high levels of correlation between Quickbird and IKONOS identified from all bands as well as from NDVI, except a high level of correlation that was identified between the Aerial Photographs and KOMPSAT2 from Band 2. Low levels of correlation were also identified between Quickbird and Aerial Photographs from Band 1. and between KOMPSAT2 and IKONOS from Band 2 and Band 4, whereas, KOMPSAT2 showed low correlations with Aerial Photographs from Band 3. For NDVI, KOMPSAT2 showed low level of correlations with both of QuickBird and IKONOS.

• 한국지형공간정보학회:학술대회논문집
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• 2002.03a
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• pp.137-144
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• 2002

본 연구에서는 KOMPSAT-1호 EOC 위성영상으로 구성한 스트립영상과 영상의 헤더 정보를 이용하여 3차원 위치결정 모델링을 수행하여 그 정확도를 평가하였다. 스트립영상은 동일한 패스를 촬영한 단영상들을 연속적으로 접합시켜 구성하였다. 이 방법은 접근가능지역에서 기준점으로 오차보정을 실시한 후 비접근지역으로 연결되는 스트립영상을 기준점 필요 없이 위치결정을 할 수 있는 방법으로 비접근지역에 대한 지형정보 취득에 효과적인 방법으로 판단하였다.

• Korean Journal of Remote Sensing
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• v.39 no.6_1
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• pp.1185-1193
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• 2023

The increasing interest in soil moisture data from satellite imagery for applications in hydrology, meteorology, and agriculture has led to the development of methods to produce variable-resolution soil moisture maps. Research on accurate soil moisture estimation using satellite imagery is essential for remote sensing applications. The purpose of this study is to generate a soil moisture estimation map for a test area using KOMPSAT-3/3A and KOMPSAT-5 SAR imagery and to quantitatively compare the results with soil moisture data from the Soil Moisture Active Passive (SMAP) mission provided by NASA, with a focus on accuracy validation. In addition, the Korean Environmental Geographic Information Service (EGIS) land cover map was used to determine soil moisture, especially in agricultural and forested regions. The selected test area for this study is the western part of Jeju, South Korea, where input data were available for the soil moisture estimation algorithm based on the Water Cloud Model (WCM). Synthetic Aperture Radar (SAR) imagery from KOMPSAT-5 HV and Sentinel-1 VV were used for soil moisture estimation, while vegetation indices were calculated from the surface reflectance of KOMPSAT-3 imagery. Comparison of the derived soil moisture results with SMAP (L-3) and SMAP (L-4) data by differencing showed a mean difference of 4.13±3.60 p% and 14.24±2.10 p%, respectively, indicating a level of agreement. This research suggests the potential for producing highly accurate and precise soil moisture maps using future South Korean satellite imagery and publicly available data sources, as demonstrated in this study.

• Current Industrial and Technological Trends in Aerospace
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• v.8 no.1
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• pp.25-32
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• 2010

Utilization of KOMPSAT-2 satellite image is growing, because the resolution of KOMPSAT -2 is improved 43.5 times than that of KOMPSAT-1. To support for satellite image commercialization, KOCUST(KOMPSAT Customer & User Support Team) was composed, operation process was established and defined and support system for satellite image Commercialization was constructed. Also the support system constantly is improved for various user. In this paper, organization and function of support system developed so far these days for commercial user and operations related with it were described. In addition, direction of development was discussed

• Korean Journal of Remote Sensing
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• v.38 no.6_4
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• pp.1901-1910
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• 2022

Arriving in the new space age, securing technology for fusion application of KOMPSAT-3·3A and global satellite images is becoming more important. In general, multi-sensor satellite images have relative geometric errors due to various external factors at the time of acquisition, degrading the quality of the satellite image outputs. Therefore, we propose a fine-image registration methodology to minimize the relative geometric error between KOMPSAT-3·3A and global satellite images. After selecting the overlapping area between the KOMPSAT-3·3A and foreign satellite images, the spatial resolution between the two images is unified. Subsequently, tie-points are extracted using a hybrid matching method in which feature- and area-based matching methods are combined. Then, fine-image registration is performed through iterative registration based on pyramid images. To evaluate the performance and accuracy of the proposed method, we used KOMPSAT-3·3A, Sentinel-2A, and PlanetScope satellite images acquired over Daejeon city, South Korea. As a result, the average RMSE of the accuracy of the proposed method was derived as 1.2 and 3.59 pixels in Sentinel-2A and PlanetScope images, respectively. Consequently, it is considered that fine-image registration between multi-sensor satellite images can be effectively performed using the proposed method.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.635-635
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• 2012

최근 공공분야 및 민간분야에서 고해상도 위성영상의 활용이 높아짐에 따라 이를 이용하여 수자원 분야의 치수계획 및 안전도 평가, 유역 홍수대응기술 분야에서의 다양한 활용이 비약적으로 증대되고 있는 실정이다. 고해상도 위성영상의 활용은 국지적 규모의 토지이용 변화 및 대기 상태의 모니터링을 위한 효과적인 기술로 인식되어 왔다. 우리나라의 KOMPSAT-2 위성은 GSD(Ground Sample Distance) 1m급의 전정색 영상과 4m급의 다중분광 영상을 동시에 제공하는 고해상도 위성이다. 그러나 다중분광센서의 복잡성과 보안성에 의해 영상이 제한적으로 제공되고 있어 KOMPSAT-2 위성영상을 이용한 다양한 연구가 미흡한 실정이다. 한편, 토지이용도의 제작은 다중분광 영상을 제공하는 위성영상을 이용하여 제작된다. 다중분광 영상이 제공하는 분광정보 및 공간정보 등으로 토지이용분류를 수행하거나 멀티센서 자료의 통합을 통한 토지이용분류 기법을 개발하여 제작하였다. 그러나 대부분 GSD 10m급 이상의 중 저해상도 위성영상을 이용하여 제작이 이루어져 수평위치 정확도 및 세부정보의 제공이 낮으며, 정보의 최신성이 결여되어 있다. 특히, 유역 치수안전도 평가를 위한 토지이용도 작성은 매우 중요한 부분을 차지하고 있으므로 이에 대한 연구가 필요하다. 이에 본 연구에서는 섬강유역을 대상으로 KOMPSAT-2 영상을 이용하여 유역 치수안전도 평가 및 치수계획 수립기술을 위한 토지이용도를 작성하고자 한다. 토지이용 분류방법은 감독분류와 무감독분류 방법을 조합하여 분류정확도를 개선시키는 하이브리드분류(hybrid classification) 방법을 이용하였으며, 분류기준의 선정은 환경부 토지이용분류 기준을 참고하여 1단위와 2단위 분류체계를 혼용하였다. 또한, 분류 후 후처리를 통하여 잡음을 제거하고 환경부의 토지이용도를 참조하여 육안판독으로 오분류된 지역을 보정하였다. 새롭게 작성된 토지이용도는 기존의 토지이용도와 비교 분석하여 토지이용변화 상황을 파악하고, 이를 통하여 KOMPSAT-2 영상의 토지이용도 개선 가능성을 검토하였다.

• Journal of Korean Society for Geospatial Information Science
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• v.12 no.2 s.29
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• pp.43-52
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• 2004

This study presents the application of aerial photographs and the Korea Multi-Purpose Satellite, KOMPSAT-1 Electro-Optical Camera(EOC) imagery in detecting change in an urban area that has been rapidly growing. For the study, we used multi-temporal images which were acquired by two different sensors. Image registration and resampling were rallied out before performing change detection in a common reference system with the same spatial resolution. for all of the images. Results from image differencing and image ratioing techniques show that panchromatic aerial photographs and KOMPSAT-1 EOC images collected by different sensors have potential to detect changes of urban features such as building, road and other man-made structure. And the optimal threshold values were suggested in applying image differencing and image ratioing techniques for change detection.

• Aerospace Engineering and Technology
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• v.5 no.2
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• pp.220-226
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• 2006

At present the KOMPSAT-1 is operating for seven years, though mission life time was only three years. We expect the KOMPSAT-1's mission for several years ahead, considering the KOMPSAT-1's current conditions. However, a question that the plan and the result was not equal have being arises. Recently, we attempted to take a picture of the Mount Everest. But we don't take a picture of the Mount Everest in the center of image. This paper make clear the difference between target center from operating commender and image center from received data, for the continual and stable KOMPSAT operation.