• Title/Summary/Keyword: 횡중복도

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Analysis of sideward footprint of Multi-view imagery by sidelap changing (횡중복도 변화에 따른 다각사진 Sideward Footprint 분석)

  • Seo, Sang-Il;Park, Seon-Dong;Kim, Jong-In;Yoon, Jong-Seong
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2010.04a
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    • pp.53-56
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    • 2010
  • An aerial multi-looking camera system equips itself with five separate cameras which enables acquiring one vertical image and four oblique images at the same time. This provides diverse information about the site compared to aerial photographs vertically. However, multi-looking Aerial Camera for building a 3D spatial information don't use a large-size CCD camera, do uses a medium-size CCD camera, if acquiring forward, backward, left and right imagery of Certain objects, Aerial photographing set overlap and sidelap must be considered. Especially, Sideward-looking camera set up by the sidelap to determine whether a particular object can be acquisition Through our research we analyzed of sideward footprint and aerial photographing efficiency of Multi-view imagery by sidelap changing.

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A Study on the establishment of Korean maritime boundaries (입체시를 활용한 변화지역 자동 추적 알고리즘 개발)

  • Kim, Kam-Lae;Lee, Ho-Nam;Cheong, Hae-Jin;Cho, Won-Woo
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2007.04a
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    • pp.115-119
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    • 2007
  • 종중복도 60%이상, 횡중복도 30%이상 촬영되어지는 항공영상과 스테레오 촬영이 가능한 위성영상은 도화에 사용되는 입체시를 이용하여 영상(Stereo Aerial Image) 자체를 화면상에 입체적으로 구현하여 건물의 높이 정보 판독 및 해당 지역상에서 년도별 변화지역을 판독하는 일련의 업무 수행에 있어 중요한 자료로 활용하고 있지만 장기간의 작업시간, 작업에 대한 정확성에 취약점을 나타내고 있으며, 이는 행정업무의 효율성 저하요인을 발생하고 있다. 이에 본 연구에서는 이러한 항공사진 및 위성영성의 촬영상의 특성을 활용하여 영상 매칭 DEM을 활용한 높이정보의 변화와 영상 정합을 통한 변화지역 판독을 자동화 하는 시스템을 구현하였다. 시스템 구현을 위해서 개발 언어로 Visual C++을 사용하였으며, 개발된 알고리즘에 대한 평가 수행을 위해 사용자가 직접 입체 판독 및 분석을 수행할 수 있도록 편광 모니터를 사용하여 판독 시스템을 추가적으로 개발하였다.

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A Study on Image Analysis System construction Using Aerial photos (항공사진 입체시를 활용한 영상분석 시스템 개발에 관한 연구)

  • Kim Kam-Rae;Cheong Hae-Jin;HwangBo Sang-Won;Cho Won-Woo
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2006.04a
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    • pp.171-176
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    • 2006
  • 항공사진은 종중복도 60%이상, 횡중복도 30%이상 촬영되어지는 특성과 도화에 사용되는 입체시 원리를 이용하여 사진 자체를 화면상에 입체적으로 구현할 수 있다. 이러한 입체적 사용은 건물의 높이 및 정확한 현황을 파악하는 주된 분석방법론을 제시하고 있어 이러한 방법을 이용하여 시스템적으로 입체시하고 사람의 육안으로 쉽게 판독을 지원할 수 있는 시스템을 구축함으로서 대상지역에 대한 변화탐지, 시대별 및 지역별 변천과정, 무허가 건축물 판독 등 다양한 용도로 활용할 수 있다. 본 연구에서는 시스템 구현을 위해서 개발 언어로 Visual C++을 사용하였으며, 사용자가 직접 입체판독 및 분석을 수행할 수 있는 플랫폼을 구비함으로서 오류를 최소화 할 수 있도록 편광 모니터(Z-Screen)을 사용하여 시스템 개발을 수행하였다. 또한 개발환경은 Microsoft Window OS 환경 상에서 구동될 수 있도록 개발함으로서 시스템의 범용적 사용을 위한 기초 환경을 제공하도록 개발하였다.

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Accuracy of Combined Block Adjustment with GPS-Permanentstation (GPS 연속관측점을 이용한 결합블럭조정의 정확도)

  • 박운용;이재원;신상철
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.17 no.1
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    • pp.21-32
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    • 1999
  • Mapping and precise point determination by photogrammetry have been shown to be an economic solution. But control points are necessary to determine the exterior orientation parameters. Although the number of required control points has been reduced based on extended bundle adjustment and reinforced cross-strip, the ground survey is a significant factor of whole expenses in photogrammetry. The status of GPS-photogrammetry with kinematic DGPS-positioning to overcome this disadvantages, is now steadly progressive since the first possibility has been proved. The completed satellite configuration, powerful receiver function and upgraded software for kinematic DGPS-positioning have extensively improved the accuracy of combined bundle adjustment. So the research for the operational use of GPS-photogrammetry is absolutely necessary. The presented test field was designed for identification of subsidences in a coal mining area, flown with 60% sidelap and cross strips. Just with 6 control points and combined block adjustment instead of the traditionally used 21 horizontal and 81 vertical control points the same ground accuracy has been reached. The accuracy of kinematic GPS-positioning and combined block adjustment was independent upon the distance of the ground reference station. It also has been showed that the special model for the systematic error correction in the combined block adjustment.

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An Analysis of Similarity Measures for Area-based Multi-Image Matching (다중영상 영역기반 영상정합을 위한 유사성 측정방법 분석)

  • Noh, Myoung-Jong;Kim, Jung-Sub;Cho, Woo-Sug
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.30 no.2
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    • pp.143-152
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    • 2012
  • It is well-known that image matching is necessary for automatic generation of 3D data such as digital surface data from aerial images. Recently developed aerial digital cameras allow to capture multi-strip images with higher overlaps and less occluded areas than conventional analogue cameras and that much of researches on multi-image matching have been performed, particularly effective methods of measuring a similarity among multi-images using point features as well as linear features. This research aims to investigate similarity measuring methods such as SSD and SNCC incorporated into a area based multi-image matching method based on vertical line locus. In doing this, different similarity measuring entities such as grey value, grey value gradient, and average of grey value and its gradient are implemented and analyzed. Further, both dynamic and pre-fixed adaptive-window size are tested and analyzed in their behaviors in measuring similarity among multi-images. The aerial images used in the experiments were taken by a DMC aerial frame camera in three strips. The over-lap and side-lap are about 80% and 60%, respectively. In the experiment, it was found that the SNCC as similarity measuring method, the average of grey value and its gradient as similarity measuring entity, and dynamic adaptive-window size can be best fit to measuring area-based similarity in area based multi-image matching method based on vertical line locus.

3D Model Construction and Evaluation Using Drone in Terms of Time Efficiency (시간효율 관점에서 드론을 이용한 3차원 모형 구축과 평가)

  • Son, Seung-Woo;Kim, Dong-Woo;Yoon, Jeong-Ho;Jeon, Hyung-Jin;Kang, Young-Eun;Yu, Jae-Jin
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.11
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    • pp.497-505
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    • 2018
  • In a situation where the amount of bulky waste needs to be quantified, a three-dimensional model of the wastes can be constructed using drones. This study constructed a drone-based 3D model with a range of flight parameters and a GCPs survey, analyzed the relationship between the accuracy and time required, and derived a suitable drone application technique to estimate the amount of waste in a short time. Images of waste were photographed using the drone and auto-matching was performed to produce a model using 3D coordinates. The accuracy of the 3D model was evaluated by RMSE calculations. An analysis of the time required and the characteristics of the top 15 models with high accuracy showed that the time required for Model 1, which had the highest accuracy with an RMSE of 0.08, was 954.87 min. The RMSE of the 10th 3D model, which required the shortest time (98.27 min), was 0.15, which is not significantly different from that of the model with the highest accuracy. The most efficient flight parameters were a high overlapping ratio at a flight altitude of 150 m (60-70% overlap and 30-40% sidelap) and the minimum number of GCPs required for image matching was 10.