• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2009.04a
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• pp.307-308
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• 2009

지하공간은 지하철, 지하도, 지하상가 등 이미 생활의 일부로서 많은 시민들이 이용하고 있다. 최근에는 지하공간의 이용이 더욱 복잡해지고 대형화 되면서 안전에 대한 우려가 커지고 있다. 복합적인 이용공간으로 자리매김하였으나 지하공간의 관리와 지하공간에 대한 관련법 등은 아직까지 지상의 시설물들을 기준으로 한 지하공간의 특성을 반영하지 못한채 머물러 있다. 본 연구에서는 이러한 문제점을 진단하기 위하여 지하공간의 안전한 관리를 위해 관련 법령들을 고찰하여 문제점을 분석하였다.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2003.04a
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• pp.400-405
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• 2003

본 연구에서는 기존 지형도나 준공도면 자료에서 상세정보가 누락되거나 갱신이 이루어지지 않아 시설물관리체계에 필요한 수치지도의 체계적인 구축이 요구되는 지역에 적용할 수 있도록 지상사진, 항공사진 등 영상자료에 다양한 사진해석 기법을 적용하여 수치지도를 생성하고 공간 및 속성정보를 추출하였다. 본 연구에서는 다중사진 촬영에 의하여 대상물의 3차원 모델과 3차원 사진영상모델을 생성하였다. 또한, 소축척 항공사진을 이용하여 대상지역의 벡터라이징을 실행한 결과, 각 건물과 도로시설물의 위치와 형태 등 공간정보의 추출이 가능하였다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.27 no.5
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• pp.607-617
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• 2009

With the promotion of the u-City project in recent years, the need for the systematic and efficient management of ground and underground facilities comprising the urban infrastructure has been increased. Considering that the diverse services provided in the u-City are closely related to the physical environment of the city itself, including its location and condition, the core of such management must be to continuously maintain these facilities in a normal state, based on accurate data collection from the facilities. This paper discusses a method of collecting the sensor and the object data that are needed to accurately understand the state of the underground facilities, and presents a plan to build an Underground Facility Management System on this basis. This plan is then verified using a scenario test performed by a prototype system.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.19 no.3
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• pp.219-228
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• 2001

The research into the field of managing urban utility information (such as gas pipes, power line, telecommunication utilities) is growing ever more important as the efficient management of social infra-structure gets higher and also with the fast technological progress made in nationwide scale of geo-spatial information systems. This research is focused on the collection of street utilities information in urban areas using aerial ortho-images. Until now this has been carried out by on site investigation and ground surveying methods. The result of this research shows that the geometric accuracy was obtainable within 12 cm referenced to 1/1,000 digital map. It was also possible to collect the street utilities which were described in the digital map as well as other information which were not.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2016.05a
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• pp.137-138
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• 2016

최근들어, 태풍, 집중호우로 인한 피해 등 국내에서는 크고 작은 풍수해를 격고 있으며, 이와 같은 풍수해는 전세계적인 이상기온의 영향으로 점차 증가하고 있다. 풍수해로 인한 피해는 지상의 구조물, 건물 등의 피해와 함께 지하시설물에 대한 피해도 증가하고 있지만, 지하공간정보의 부족으로 인하여 선제적 예방 및 신속한 대응을 통한 능동적 지하시설물 피해예방대책 수립이 어려운 실정이다. 특히, 호우로 인한 지반침하 및 함몰 등에 의한 지하시설물 피해영향분석을 위해서는 시추정보, 지질정보, 관정정보 등으로 구성된 지반정보의 활용이 절대적이다. 본 연구에서는 현재 국토교통부에서 추진 중인 지하공간통합지도 구축과 관련하여 항만구조물 지역 내 지반정보 구축 방안을 제시하고자 한다.

• Journal of Korean Society for Geospatial Information Science
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• v.11 no.4 s.27
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• pp.45-51
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• 2003

This study intended to extract the spatial data and attribute data from the images of terrestrial photographs to compile the digital map from the images using photogrammetric analysis. In this study, the plane map of present objective area was made using the single terrestial photographs and graphical method, and the spatial or attribute data for the facilities in the area was extracted. Also, it is concluded that the efficient techniques for acquiring spatial and attribute data of the building and road facilities in proper time for the concerning area were suggested.

• Journal of the Korean Association of Geographic Information Studies
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• v.26 no.4
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• pp.56-66
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• 2023

Safety accidents are increasing, such as changes in groundwater levels due to construction work or natural influences, or ground cave-ins caused by soil runoff from old water supply and sewage pipes. In addition, underground facility management agencies must make efforts to improve the accuracy of underground information through continuous investigation and exploration in accordance with the Special Act on Enhanced Underground Safety Management. Accordingly, in this study, we defined the configuration of equipment and data processing method to collect 3D precise exploration underground facility information and developed 3D underground facility information collection technology to ensure accuracy of underground facilities. As a result of verifying the developed technology, the horizontal accuracy improved by an average of 6cm compared to the existing method, making it possible to acquire 3D underground facility information within the error range of the public survey work regulations.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.40 no.1
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• pp.1-14
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• 2022

In order to conduct rapid, accurate and safe surveying at the excavation site, In this study, the possibility of underground facility survey using drones and the expected effect of 3D visualization were obtained as follows. Phantom4Pro 20MP drones have a 30m flight altitude and a redundant 85% flight plan, securing a GSD (Ground Sampling Distance) value of 0.85mm and 4points of GCP (Groud Control Point)and 2points of check point were calculated, and 7.3mm of ground control point and 11mm of check point were obtained. The importance of GCP was confirmed when measured with low-cost drones. If there is no ground reference point, the error range of X value is derived from -81.2 cm to +90.0 cm, and the error range of Y value is +6.8 cm to 155.9 cm. This study classifies point cloud data using the Pix4D program. I'm sorting underground facility data and road pavement data, and visualized 3D data of road and underground facilities of actual model through overlapping process. Overlaid point cloud data can be used to check the location and depth of the place you want through the Open Source program CloudCompare. This study will become a new paradigm of underground facility surveying.

• Journal of Korean Society for Geospatial Information Science
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• v.11 no.1 s.24
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• pp.51-59
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• 2003

This study intended to extract the spatial data and attribute data from the images of terrestrial and aerial photographs and to compile the digital map from the images using various kinds of photogrammetric analysis. The Three Dimensional Frame Model (3DFM) was produced from multiple images of terrestial photographs, and the Three Dimensional Photo Image Model (3DPIM) was made using 3DFM and image patches of terrestrial photo, which is useful for identifying the feature and characteristics of the object. In addition, the spatial data base for the buildings, roads and supplementary facilities in the objective area was updated by the vectorizing procedures with small scale areal photos.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.306-309
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• 2008

지상레이저 스캐너는 장비에서 발사된 레이저가 대상체에 반사되어 온 시간차를 이용하여 3차원 위치를 결정하는 장비로, 3차원 지형정보 취득 및 시설물 모델링 등 건설분야에서 다양하게 활용되고 있다. 본 연구에서는 지상레이저 스캐너의 정확도를 평가하기 위하여 건설현장에서 주로 사용되고 있는 대상체를 선정하여 관측거리와 재질별 반사각 변화에 따른 관측정확도를 분석하였다. 연구 결과, 대상체의 입사각이 $90{\sim}45^{\circ}$일 경우에는 대상체 반사특성과 관측거리에 따른 오차변화가 크게 발생하지 않음을 알수 있었다. 따라서, 대상체의 재질특성에 따라 발생할 수 있는 과대오차를 보정하기 위한 추가적인 연구가 필요할 것으로 판단된다.