• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2009.04a
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• pp.19-21
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• 2009

Updating in Digital Map 2.0 using as-built drawings required for correcting spatial conflicts due to data acquired at different time. In this paper, we defined the type of spatial conflicts and logical expression between river and contours.

• Journal of Korean Society for Geospatial Information Science
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• v.6 no.2 s.12
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• pp.11-20
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• 1998

Although aerial photogrammetry has been used to generate or update digital maps. It is difficult to make the spatial and attribute data for all kinds of objects on the ground with only aerial photogrammetry. Therefore, we are getting informations of the object on the ground through an on-the-spot survey In order to improve accuracy and reliability of on-the-spot survey in this study, we obtained stereo images from high resolution digital camera (1152*864 pixels) and developed the video photogrammetry which was able to determine the three dimensional coordinates from stereo images by applying DLT(Direct Linear Transformation). Also, the developed video photogrammetry could generate and update the spatial and attribute data in digital maps by using a function that could connect three dimensional coordinates with the attribute data.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.25 no.6_2
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• pp.635-643
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• 2007

As the availability of images from Airborne Digital Camera with high resolution is expanded, a lot of concern are in the production and update of digital map. This study presents the method of updating the digital map at the scale of 1/1,000 using images from Aerial Digital Camera. Geometric correction was completed using GPS surveying data. For digital mapping, digital photogrammetric system was utilized to digitize buildings and roads. The absolute positional accuracy was evaluated using GPS surveying data and the relative positional accuracy was evaluated using the digital map produced by analytical mapping. The absolute positional accuracy was as follows: RMSE in X and Y were ${\pm}0.172m\;and\;{\pm}0.127m$, and average distance error was 0.208m. The relative positional accuracy was as follows: RMSE in X and Y were ${\pm}0.238m\;and\;{\pm}0.281m$, and average distance error was 0.337m. Accuracies of updating digital map using images from airborne Digital Camera were within allowable error established by NGII. Consequently, images from airborne Digital Camera can be used in various fields including the production of the national basic map and the GIS of local government.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2010.09a
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• pp.346-347
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• 2010

최근 공간정보의 짧은 갱신주기와 효율적 관리를 위하여 공간정보참조체계에 관한 연구가 필요한 실정으로 본 연구에서는 객체기반연속수치지도식별자 관리를 위한 각 기관별 공간정보참조체계현황을 분석하였고, 이를 기반으로 객체기반연속수치지도식별자의 구조분석과 수명주기에 따른 객체기반연속수치지도식별자의 관리유형을 구분하였다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.32 no.4_1
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• pp.311-318
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• 2014

The data of buildings and structures take over large portions of the mapping database with large numbers. Furthermore, those shapes and attributes of building data continuously change over time. Due to those factors, the efficient methodology of updating database for following the most recent data become necessarily. This study has purposed on extracting needed data, which has been changed, by using overlaying analysis of new and old dataset, during updating processes. Following to procedures, we firstly searched for matching pairs of objects from each dataset, and defined the classification algorithm for building updating cases by comparing; those of shape updating cases are divided into 8 cases, while those of attribute updating cases are divided into 4 cases. Also, two updated dataset are set to be automatically saved. For the study, we selected few guidelines; the layer of digital topographic map 1:5000 for the targeted updating data, the building layer of Korea Address Information System map for the reference data, as well as build-up areas in Gwanak-gu, Seoul for the test area. The result of study updated 82.1% in shape and 34.5% in attribute building objects among all.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.26 no.2
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• pp.149-156
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• 2008

In this paper, we propose a method aiming at updating the building information of the digital maps using single high resolution satellite image and digital map. Firstly we produced a digital orthoimage through the automatic co-registration of QuickBird image and 1:1,000 digital map. Secondly we extracted building height information through the template matching of digital map's building vector data and the image's edges obtained by Canny operator. Finally we refined the shape of some buildings by using the result from template matching as the seed polygon of the greedy snake algorithm. In order to evaluate the proposed method's effectiveness, we estimated accuracy of the extracted building information using LiDAR DSM and 1:1,000 digital map. The evaluation results showed the proposed method has a good potential for extraction and revision of building information.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.27 no.2
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• pp.281-288
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• 2009

In the paper, we try to develop the methodology for updating road networks of large-scale digital maps by using construction drawing data. For the purpose, it is pre-requite step to merge road networks detached in CAD drawing data. As such, tie points are identified in neighboring drawings and used for solving the parameters of 2D conformal transformation between drawings. Then, the merged road network in CAD data is transformed to the coordinate system of digital maps. In the process, IPs in the drawings are considered as control information and 2D affine transformation is selected for coordinate transformation. Through the experiments with real dataset, we can identify that the developed method is valid and generally applicable.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.19 no.4
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• pp.357-363
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• 2001

Recently, structure and type of GIS data is various and complicated. Therefore, there is a research on efficient data collecting and processing method. Digital maps and orthophotos are needed for efficient usage in the field of GIS. Digital maps which are one of the part of NGIS and digital cadastral maps are different, and data construction isn't performed. Furthermore, there are no research on the improvement of difference between digital maps and cadastral maps. In this paper, manufactured digital orthophotos using aerial photos are used for change detection in a central area of a town. Selecting a town which has various changes, and digital maps and cadastral maps overlap each other, and analyze them for correction, renovation and possible application.

• Proceedings of the Korea Information Processing Society Conference
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• 2008.11a
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• pp.352-355
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• 2008

최근 센서와 모바일 기술의 발달에 따라 대용량 데이터 처리가 가능해지고, 유비쿼터스와 텔레매틱스 등의 도입으로 공간 데이터가 다양한 환경에 응용되거나 활용 분야가 점차 증가하고 있다. 기존의 수치지도 관리시스템은 공간 데이터를 도엽 단위로 관리하여 데이터의 구축이 용이하지만, 객체 단위의 데이터 구축, 관리, 제공 및 갱신을 효율적으로 지원하기 어렵다. 따라서 이 논문에서는 기존 도엽기반 시스템의 문제점을 해결하기위해 객체기반 UFID 부여방안, 연속성 표현, 객체 단위의 효율적인 갱신 및 이력관리를 위한 객체기반 공간 데이터 모델을 설계한다. 제안하는 객체기반의 공간 데이터 모델은 지형지물에 UFID를 부여하고 도엽 단위로 구축된 수치지도 데이터의 조인 연산을 통해 연속적인 표현이 가능하다. 아울러 갱신으로 인해 변경된 데이터를 이력 DB에 시간간격 단위로 저장, 관리하여 사용자에게 객체단위 이력 정보를 제공할 수 있다.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.437-444
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• 2008

최근 유비쿼터스 시대를 맞아 건설 분야에서 이용되는 CAD 자료에서 GIS 자료로의 변환 및 융복합에 대한 요구가 증대되면서 상호변환을 위한 연구가 활발하게 진행되고 있다. 본 연구에서는 건설도면 CAD 데이터를 활용하여 수치지도의 건물데이터를 수정, 갱신하기 위한 방법론의 일환으로 건설도면의 건물외곽선을 추출하여 수치지도의 건물데이터 수준으로 일반화하는 선형 단순화 알고리즘을 비교 분석하였다. 선형 단순화 알고리즘은 Douglas-Peucker 알고리즘, Lang 알고리즘, Reumann-Witkam, Opheim 알고리즘을 적용하였으며 분석방법으로는 시각적 분석, 절점 수, 총길이, 면적 변화율 분석 그리고 각 절점이 수치지도 작성내규를 만족하는 비율을 이용하였다. 분석 결과 Douglas-Peycker 알고리즘이 시각적 측면과 절점 수 감소율 측면에서 상대적으로 우수한 단순화 결과를 보여주었으나 수치지도 작성내규 만족도 측면에서는 공통적으로 $50{\sim}60%$ 수준의 만족도를 보이고 있어 국내의 수치지도의 건물데이터를 작성하기 위한 단순화 기법으로는 한계가 있는 것으로 나타났으며 이를 만족시키기 위한 일반화 알고리즘의 개발이 필요하다고 판단된다.