• Title/Summary/Keyword: 항공정사영상

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Fusion of Black and White Aerial photographs and Multi-spectral IKONOS (흑백 항공사진과 Multi-spectral IKONOS의 합성)

  • 류정미;마정림;이규성
    • Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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    • 2004.03a
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    • pp.335-340
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    • 2004
  • 원격탐사 기술의 발달과 지구관측위성의 증가로 다양한 특성을 지닌 영상을 획득이 용이해 징에 따라 영상 합성 기술의 중요성과 활용성이 증가하였다. 영상합성 기술과 합성에 이용되어지는 영상의 특성에 따라 합성의 목적은 다르게 나타날 수 있다. 본 연구의 대상지역은 경상남도 입실이며 그 지역을 촬영한 1:5,000 축척의 흑백항공사진과 1m의 공간해상도의 IKONOS영상을 사용하였다. 본 논문에서는 다른 두 영상을 합성할 때 생기는 제반 문제점을 파악하고 모색하고자 하였다. 기하학적 특성이 다른 두 영상을 합성하고자 할 때 가장 우선시 되어야 할 사항은 두 영상의 기하학적 특성에 따른 위치정확도 문제와 항공사진 각 장의 상이한 명암정보를 표준화시키는 문제이다. 본 연구에서는 이러한 문제점을 해결하기 위해 서로 다른 기하학적 특성으로 인한 왜곡을 정사영상을 제작함으로써 두 영상의 위치 정확도를 높H고 항공사진의 영암정보를 표준화하기 위해 전체영상을 제작하는 방법과 strip별로 제작하는 방법을 제시하여 보았다.

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Orthophoto Application for Geo-spatial Information Acquisiton of Construction Area(DAM) (공사지역(댐)의 지형정보구축을 위한 정사영상의 활용)

  • 한승희;이형석;이성순
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.18 no.4
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    • pp.395-403
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    • 2000
  • It is so sensitive that the matter of compensation for private possessions caused in the course of public construction planning is very important. Especially, more logical planning is necessary when the dam be constructed, because it is mainly controlled by the surface of water, and if that planning is made public, artificial change is occurred in land use in that area for the purpose of rising the compensation. In this study, the plan for the application of aerial photo based ortho image was drew up for solving these problems and for the rational, rapid compensation. Ortho image was made by aerial photo, used as reading material for the change in land use. The modeling of drainage basin, came under the planning surface of water, and the 3D simulation were performed for the scene analysis, the change understanding in land use for a lot number in a certain period by overlapping the digital image, the digital land registration map, and the digital topography map as well as the analysis of the admitted land followed by the height of reservoir water.

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Accuracy Analysis of Ortho Imagery with Different Topographic Characteristic (지역적 특성에 따른 정사영상의 정확도 분석)

  • Jo, Hyun-Wook;Park, Joon-Kyu
    • Journal of the Korean Association of Geographic Information Studies
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    • v.11 no.1
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    • pp.80-89
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    • 2008
  • Mapping applications using satellite imagery have been possible to quantitative analysis since SPOT satellite with stereo image was launched. Especially, high resolution satellite imagery was efficiently used in the field of digital mapping for the areas which are difficult to produce large-scale maps by aerial photogrammetry or carry out ground control point surveying due to unaccessibility. This study extracted the geospatial information out of consideration for topographic characteristic from ortho imagery of the National Geospatial-intelligence Agency(NGA) in the United States of America and analyzed the accuracy of plane coordinate for ortho imagery. For this purpose, the accuracy according to topographic character by comparison between both extraction data from ortho imagery and the digital topographic maps of 1:5000 scale which were produced by Korea National Geographic Information Institute(NGI) was evaluated. It is expected that the results of this study will be fully used as basic information for ground control point acquisition or digital mapping in unaccessible area.

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The Insurance of Quality in Digital Aerial Photo Image (수치영상의 품질확보에 관한 연구)

  • Lee, Hyun-Jik;Park, Kyeong-Sik;Yong, Min;Hong, Soon-Heun
    • Journal of Korean Society for Geospatial Information Science
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    • v.10 no.3 s.21
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    • pp.17-27
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    • 2002
  • It is desirable to use a photogrammetric scanner to minimize the errors from the scanning procedure in case of building aerial photo image DB. The photogrammetric scanner, however, is highly expensive to have only limited number of scanners available, therefore the general-purpose scanners have been considered as an alternative. This study has mainly been focused to see the possibility of the general-purpose scanner to be used for scanning aerial photographs. For that, the analysis of the image coordinates were made as well as the accuracy evaluation of each phase. In addition to that, as the application of the orthophoto images has been increased, the magnitudes of the errors from the DEM generation and orthophoto projection were analyzed. Also, the calibration program was developed to verify the geometric distortion of the automatic scanner to contribute to enhance the quality of the aerial photo image DB.

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Orthophoto and DEM Generation Using Low Specification UAV Images from Different Altitudes (고도가 다른 저사양 UAV 영상을 이용한 정사영상 및 DEM 제작)

  • Lee, Ki Rim;Lee, Won Hee
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.34 no.5
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    • pp.535-544
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    • 2016
  • Even though existing methods for orthophoto production using expensive aircraft are effective in large areas, they are drawbacks when dealing with renew quickly according to geographic features. But, as UAV(Unmanned Aerial Vehicle) technology has advanced rapidly, and also by loading sensors such as GPS and IMU, they are evaluates that these UAV and sensor technology can substitute expensive traditional aerial photogrammetry. Orthophoto production by using UAV has advantages that spatial information of small area can be updated quickly. But in the case of existing researches, images of same altitude are used in orthophoto generation, they are drawbacks about repetition of data and renewal of data. In this study, we targeted about small slope area, and by using low-end UAV, generated orthophoto and DEM(Digital Elevation Model) through different altitudinal images. The RMSE of the check points is σh = 0.023m on a horizontal plane and σv = 0.049m on a vertical plane. This maximum value and mean RMSE are in accordance with the working rule agreement for the aerial photogrammetry of the National Geographic Information Institute(NGII) on a 1/500 scale digital map. This paper suggests that generate orthophoto of high accuracy using a different altitude images. Reducing the repetition of data through images of different altitude and provide the informations about the spatial information quickly.

The Method of Orthoimage Generation for the Application of Single Photo (단사진 활용성 제고를 위한 정사영상 생성 기법)

  • 강준묵;배상호;주영은
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.20 no.1
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    • pp.13-19
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    • 2002
  • In a different way of satellite image or aerial photo, the image acquired by terrestrial photogrammetry has to go through complicated management according to the desired precision and analysis range. In this study, digital surface model and ortho image for cultural asset, terrestrial structures, were made by reflectorless total station in order to increase the application of single photo, and that was analyzed and compared with the method using stereo image. Single photo is expected to be utilized as the measuring method for drawing cultural assets or examining the stability of slope in which high precision doesn't need by performing the various geometric and visual analysis using ortho image made by excluding the difficulties of acquisition and plotting of stereo image.

Utilization of UAV Photogrammetry for Actual Condition Survey of Government Owned Lands (국·공유지 실태조사를 위한 UAV 사진측량의 활용성 검토)

  • LEE, Si-Wook;LEE, Jin-Duk
    • Journal of the Korean Association of Geographic Information Studies
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    • v.24 no.1
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    • pp.80-91
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    • 2021
  • The purpose of this study is to present the applicability to the effective survey into the actual condition of lands such as analysis of occupied location of government owned lands based on orthoimages created from aerial photographs taken by UAV. The boundary point coordinates and areas of the parcels were observed respectively by VRS-GNSS surveying and orthoimages for each land use of two categories of land, i.e. building site and farmland. As a result of comparing boundary point coordinates and areas extracted from UAV orthoimages with VRS-GNSS surveying data which were used as reference data, the RMS error of the coordinates for the boundary points was ±0.074m for both X and Y in the building site, and ±0.150m and ±0.127m for the X and Y respectively in the farmland. The positional error of the boundary point was 1.7~ 2 times higher in the farmland than in the building site where the boundary points were relatively clear. The RMS error of ±8.964㎡ of areas in the farmland was 4.7 times higher than that of ±1.898㎡ of areas in the building site. The area errors of all 22 parcels measured from the orthoimage were found to be within the allowed error range, indicating that it is feasible to apply the orthoimage generated by UAV to survey of government owned lands in terms of accuracy.

Applicability of Multispectral IKONOS imagery for the Interpretation of Forest Stand Characteristics (임상 판독을 위한 IKONOS 다중분광 영상의 적요성 분석)

  • 김선화;이규성;이지민
    • Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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    • 2003.04a
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    • pp.139-144
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    • 2003
  • 수종, 영급, 밀도 등과 같은 산림의 특성을 나타내는 임상구분은 주로 항공사진 육안판독을 통하여 이루어져 왔다. 최근 항공사진과 유사한 공간해상도를 갖춘 고해상도 위성영상이 제공되면서 이를 이용한 임상구분의 가능성에 대한 관심이 높아지고 있다. 본 연구에서는 울산 인근 산림지역의 1m 공간해상도의 IKONOS 입체쌍 영상을 이용하여 임상 판독의 가능성을 분석하였다. IKONOS영상은 기존의 수치임상도와의 중첩을 위하여 수치고도자료(DEM)를 이용한 정사보정을 수행하였으며, 분광밴드의 조합을 통한 칼라영상을 이용하여 육안판독을 시도하였다. 육안판독결과 IKONOS 칼라합성영상에서 천연 소나무림과 활엽수림의 육안구분이 흑백항공사진에 비해 뚜렷하게 나타나는 것을 볼 수 있었으며, 임분의 밀도가 영상에서 나타나는 질감과 패턴의 차이로 구분이 가능하였다. 또한 기존의 임상도를 중첩하여 최근 산지개발, 산불 등으로 훼손된 지점에 대한 구분이 용이하기 때문에 기존의 수치임상도를 화연상에서 직접 갱신함으로써 최근의 산림현황정보의 유지를 하는데 적합한 것으로 나타났다.

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The 3D Monitoring of Cultural Asset Using the OrthoImage of Single Photo (단사진 정사영상을 이용한 문화재 3차원 모니터링)

  • 강준묵;배상호;주영은
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2001.10a
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    • pp.125-131
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    • 2001
  • 자동화 공정의 수행에 의한 항공사진이나 위성영상의 획득과는 달리 지상사진측량에 의한 영상의 획득은 대상물의 요구정확도와 해석 범위에 따라 각기 다른 번거로운 수행 과정을 거쳐야 한다. 이에, 본 연구에서는 무반사경 자동형 토털 스테이션을 사용하여 대상물에 대한 3차원 위치성과를 획득하여 수치표고모형을 생성하고 해석 대상면에 대한 단사진 영상을 사용하여 정사영상을 도출하였다. 이는 입체 영상의 획득과 도화의 어려움을 배제하고 관련 문제점을 보완할 수 있어, 문화재 기념물의 도면 작성이나 사면측정의 안정성 검토를 위한 측정방법으로 그 활용이 가능할 것이다.

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Quality Evaluation of Orthoimage and DSM Based on Fixed-Wing UAV Corresponding to Overlap and GCPs (중복도와 지상기준점에 따른 고정익 UAV 기반 정사영상 및 DSM의 품질 평가)

  • Yoo, Yong Ho;Choi, Jae Wan;Choi, Seok Keun;Jung, Sung Heuk
    • Journal of Korean Society for Geospatial Information Science
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    • v.24 no.3
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    • pp.3-9
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    • 2016
  • UAV(unmanned aerial vehicle) can quickly produce orthoimage with high-spatial resolution and DSM(digital surface model) at low cost. However, vertical and horizontal positioning accuracy of orthoimage and DSM, which are obtained by UAV, are influenced by image processing techniques, quality of aerial photo, the number and position of GCPs(ground control points) and overlap in flight plan. In this study, effects of overlap and the number of GCPs are analyzed in orthoimage and DSM. Positioning accuracy are estimated based on RMSE(root mean square error) by using dataset of nine pairs. In the experiments, Overlaps and the number of GCPs have influence on horizontal and vertical accuracy of orthoimage and DSM.