• 한국공간정보시스템학회:학술대회논문집
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• 2005.05a
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• pp.387-392
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• 2005

최근에는 LiDAR 시스템의 등장으로 기존의 항공사진측량에 비하여 효율적이고, 경제적으로 도시지역의 수치표고자료를 효과적으로 구축할 수 있게 되었으나, 도시지역에서는 다양한 형태의 객체들이 모두 포함된 DSM(Digital Surface Model) 형식의 자료를 취득하게 된다. 따라서, 홍수범람예측에 있어서의 인공지물의 영향 해석 등을 위하여 건물이 제거된 지형에 관한 상세한 정보를 제공하기 위해서는 DSM으로부터 DEM(Digital Elevation Model)을 추출하기 위한 전처리 과정이 필요하다. 본 연구는 LiOAR 시스템으로부터 취득된 도시지역에 대한 DSM으로부터 건물 등이 제거된 DEM을 추출하기 위한 연구로서 영상처리기법의 경계검출 알고리즘을 적용하여 건물 등의 지물들에 대한 경계를 추출하였으며, 선행연구에서 건물로 추출된 지역에 대하여 보간법을 적용함으로써 발생하는 원시 DSM 자료의 변형에 따른 대안으로써, 추출된 경계에 대여 평균값 필터링, 중간 값 필터링, 최소 값 필터링을 각각 적용함으로써 원시 DSM 자료의 변형을 최소화하여 건물 등의 지물들을 제거하였으며, LiDAR DSM으로부터 DEM을 제작하는 과정을 간략화, 자동화하였다.

• Journal of Korean Society for Geospatial Information Science
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• v.7 no.2 s.14
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• pp.81-91
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• 1999

The study on the updating of the database of Geo-Spatial Information System that is necessary condition to GSIS operation have executed actively. In this study, digital orthophotos were produced by using the product of digital photogrammetry process and then multiscale digital orthophoto maps were generated tv the concept of image pyramids. The produced digital orthophoto has 2.092 meters accuracy compared to 1:5,000 topographic map. This digital orthophoto can be implemented in various Geo-Spatial Information System, providing valuable spatial reference for other objects in the database.

• Proceedings of the Korea Contents Association Conference
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• 2005.05a
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• pp.142-145
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• 2005

As SAR data have the strong point that is not influenced by weather or light amount compared with optical sensor data, they have high usfulness as temporary analysis fast and can be collected in case of like disaster. This study is to extract DEM from L-band data of JERS-1 SAR imagery using InSAR and DInSAR processing techniques. The accuracies of DEM extracted from the SAR data were evaluated by employing DEM derived from the digital topographic maps of 1:5000 scale as standard data.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.19 no.3
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• pp.291-300
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• 2001

In this paper, we developed a Satellite Image Processing System for obtaining 3-D positional information which is composed of five process modules. As a procedure of them, the Data Process module is the procedure that reads and processes the header file to generate data files. and then calculates orbital parameters and sensor attitudes for obtaining of 3-D positional information with them. The 3D Process module is to calculate 3-D positional information and the Dialog Process module is to correct the time of image frame center using the single image or stereo images for implementing the 3D Process module. We expect to obtain 3-D positional information with the header file and minimum GCPs(1∼2 points) using this system efficiently and economically in comparison with existing commercial software packages.

• Spatial Information Research
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• v.14 no.1 s.36
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• pp.1-13
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• 2006

To understand road state more quickly and accurately, KICT(Korea Institute of Construction Technology) executing a project that acquire high resolution color CCD images of the whole national highway every 10m, and offer images to the HMS(Highway Management System). At this time, national highway images of the Kyeonggki-Do, Kangwon-Do and Chungcheong-Do province were linked to the HMS and being offered to user. In this paper, from acquisition using highway photologging vehicle to database construction, the whole image-related data processes are described such as match images with their positions one to one or rearrange data acquired by road line to by management office.

• Spatial Information Research
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• v.17 no.1
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• pp.67-77
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• 2009

Mobile mapping systems with CCD cameras, GPS and IMU etc. can acquire massive photos and geographic informations along by roads. But it is easy to involve many errors or omissions of images and informations about roads and facilities with various files. And there were contained any conflicts or non-consistencies in massive mobile mapping data which were acquired by multiple survey teams in various survey regions. As an image tag standard, Exif helps us to encapsulate the precise GPS times and essential informations in the header of JPEG files and uses with the identification code for consistent managements of massive mobile mapping data in this paper. And Systematic management systems with data synchronization technology manage more consistently massive photos and their information.

• Geophysics and Geophysical Exploration
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• v.19 no.4
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• pp.187-199
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• 2016

In order to delineate the soft ground distribution, an integrated geostatistical analysis was performed using the MASW (Multichannel Analysis of Surface Wave) which has the information of overall region and CPTu (Piezo Cone Penetration Test) which provides the direct information of the measuring point of the ground. MASW results were known to have close relationship with the ground stiffness. This correlation was confirmed through the comparison of MASW data obtained from two survey lines to the laboratory test with extracted soil samples. 3D physical property distribution in the study area was acquired by geostatistical integrated analysis with the data of tip resistance ($q_c$) and pore pressure (u) from the CPTu obtained at 6 points within the study area. The integrated analysis was conducted by applying the COSGSIM (Sequential Gaussian Co-Simulation) technology which can carry out the simulation in accordance with the spatial correlation between the MASW results and both tip resistance and pore pressure. Besides the locations of CPTu, borehole investigations were also conducted at two different positions. As a result, the N value of SPT and borehole log could be secured, so these data were used for the analysis of the geotechnical engineering accuracy of the integrated analysis result. For the verification of reliability of the 3D distribution of tip resistance and pore pressure secured through integrated analysis, the geotechnical information gained from the two drilling areas was compared, and the result showed extremely high correlation.

• Proceedings of the Korean Society of Computer Information Conference
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• 2017.01a
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• pp.55-56
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• 2017

본 논문에서는 작물재배에 대한 전문지식이 없는 초심자를 위하여 IOT를 이용하여 작물 재배에 필요한 데이터를 취득하는 시스템을 제안한다. 베이비 붐 세대의 은퇴가 진행되면서 도시농업의 증가와 정밀 고소득 장물에 대한 수요가 증가되고 있어 이에 필요한 작물의 재배자료에 대한 중요성이 증대되고 있다. 이에 각각의 작물에 따른 최적의 재배데이터를 계측하여 데이터베이스로 구축에 관한 연구를 진행하고자 한다. 작물 재배 데이터의 취득은 작물 데이터를 취득하는 계측 및 제어부와 계측데이터를 수집하고, 수집된 데이터를 기초로 작물재배 데이터를 처리하는 서버부분으로 구성되며, 계측 및 제어부에서 재배환경의 온도, 습도, 그리고 광량, 수분공급시기, 영양분 투입 데이터를 계측하여 일정 시간마다 서버로 저장한다. 따라서 본 논문에서 구축하고자 하는 IOT를 이용하여 작물 재배에 필요한 데이터는 최적의 작물 생장환경을 지속적으로 제공하여 비전문가의 농업활동에 새로운 방향을 제시하리라 사료된다.

• Journal of Labour Economics
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• v.27 no.1
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• pp.1-25
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• 2004

In knowledge-based economy where the human capital has an strong compatibilities, the life cycle of technologies and skills get shorter, and the mobility of labor get greater, the role of the signal system of qualifications have greater importance. This article used the KLIPS(Korean Labor Institute Panel Study) data, and analysed the factors of the acquisition of qualifications and the employment and wage effects of the acquisition of qualifications by fixed effects logit model and random effects model. The lower school stratification acquired the more qualifications, and in the case of men the unemployed one acquired the more qualifications. The employment effects of the acquisition of qualifications are significant at first year and second year in women, but the men's of the employment effects of acquisition of qualifications are not significant. The wage effects of the acquisition of qualifications are not significant. The results of the regression suggest that in Korea the signal system of qualifications do not working, and that the qualifications in Korea need to reform.

• Journal of Korean Society for Geospatial Information Science
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• v.24 no.1
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• pp.3-8
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• 2016

Due to the recent technical development and the enhancement of image resolution, Unmanned Airborne Vehicles(UAVs) have been used for various fields. A low altitude UAV system takes advantage of taking riverbed imagery at small rivers as well as land surface imagery on the ground. The bathymetric data are generated from the low altitude UAV system. The accuracy of the data is analyzed along water depths, comparing GPS observations and a DSM generated from UAV images. It is found that the depth accuracy of the geospatial data below 50 cm depth of water satisfies the regulation(${\pm}10cm$ spatial accuracy) of bathymetric surveying. Therefore this research shows that the geospatial data generated from UAV images at shallow regions of rivers can be used for bathymetric surveying.