• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.15 no.2
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• pp.269-275
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• 1997

Car Navigation System with Global Positioning System (GPS) can display position direction and the shortest cut of one's destination. The position datum for GPS in World Geodetic System 1984 (WGS-84) coordinates system need to transform Bessel coordinates system and process Map projection. Since 1987, GPS has used the WGS-84. WGS-84 is a geocentric equipotential ellipsoid of revolution which is defined four parameters. In this study, by comparing the digitized topographical map with the digital map of GPS datum we can consider the technique of WGS84 digital map.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2009.04a
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• pp.87-89
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• 2009

A digital map is provided with 2 dimensions of tile based, a user is hard for decision-marking directly. In this study, we analyzed the present situation and characteristics of a digital map about a developed nation such as United States, England, Canada. As a result, American National Map and British Master Map are keeping continuity and up-to-date, included UFID, ISO, OGC referred to an international standard, and a digital map was made.

• Spatial Information Research
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• v.7 no.1
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• pp.119-131
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• 1999

Various digital topographic maps including 1:1,000 and 1:5,000 have been produced for years and these digital maps are expected to serve a wide range of purposes. Most previous research about measuring positional accuracy for digital topographic maps depends int a method that acquires sample points from the tested map and compares to the corresponding known true locations using some statistics. Recently, a simple method for measuring positional accuracy for linear features is introduced but it has substantial problems applying to the spatial features such as roads, railroads, streams represented with double lines on the recently produced 1:1,000 and 1:5,000 digital topographic maps. This study develops and implements an effective method that measures road objects represented in the 1:5,000 digital topographic maps using a conventional GIS software. We also apply this method to a small study area located in Kangnam Gu, Seoul and illustrate the usefulness of this method.

• Journal of Korean Society for Geospatial Information Science
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• v.15 no.4
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• pp.31-39
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• 2007

As the availability of images from airborne digital camera with high resolution is expanded, a lot of concern are shown about the production of orthoimage and digital map. This study presents the method of updating digital map using orthoimage from airborne digital camera image. Images were georectified using GPS surveying data. For the generation of orthoimage, Lidar DEM was used. The absolute positional accuracy of orthoimage was evaluated using GPS surveying data. And that of the building layer of digital map was estimated using the existed digital map at the scale of 1:1,000. The absolute positional accuracy of orthoimage was as followed: RMSE in X and Y were ${\pm}0.076m$ and ${\pm}0.294m$. The RMSE of the building layer were ${\pm}0.250m$ and ${\pm}0.210m$ in X and Y directions, respectively. The RMSE of the digital map using orthoimage from Aerial Digital Camera image fell within allowable error range established by NGII. Consequently, updating digital map using orthoimage from Aerial Digital Camera image can be applied to various fields including the construction of the framework data and the GIS of local government.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.33 no.5
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• pp.397-405
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• 2015

Currently, Korea's digital maps are being produced through traditional aerial photogrammetry methods. Aerial photogrammetry is the most economical way to produce a map of a wide area. However, timely survey is not allowed depends on weather condition and it is inefficient for small area surveying in economic point of view. Therefore, it costs too much and needs long time to produce a map for various small areas where are terrestrial changes for updating the map. In contrast, UAV photogrammetry is possible to work even in cloudy weather because of shooting at low altitude below the clouds. It also has excellent mobility and shoot quickly and well suited for small-scale mapping in several places by low cost. In this study, we produced an ortho-photo and digital map with the UAV photogrammetry method using SIFT and SfM algorithm and verified its accuracy to evaluate the applicability for future digital map updates. The accuracy was verified by comparing the results of the ground survey for check points selected on the digital map. Test results show small errors at ±2.6cm in X coordinates, ±2.8cm in Y coordinates and ±5.8cm in height and we could find a possibility that UAV photogrammetry would be fully applicable for digital map updating.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.19-25
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• 2008

현재 우리나라의 수치지도는 5년 주기로 갱신되고 있어 국토변화에 신속하게 대응하지 못하는 문제점을 가지고 있다. 본 연구에서는 이러한 수치지도를 건설공사 준공도면을 활용한 수시갱신이 이루어 질 수 있도록 건설공사 현황, 관련규정, 해외사례 검토, 준공도면을 이용한 수치지도의 시범제작을 통해 현재의 관련규정 및 제도상의 문제점을 도출하고, 개선방안을 제시하였다. 이를 종합한 결과 수치지도 수시갱신을 위해 준공도면을 활용하기 위해서는 첫째, 준공도면의 명확한 정의와 세부지침의 마련이 필요하다. 둘째, 준공측량의 제도적 근거 마련과 성과심사가 필요하다. 셋째, 준공도면 작성비용의 부담주체 설정해야 한다. 넷째, 정보공유협력체계가 마련되어야 한다. 준공도면을 활용하여 수치지도를 수정하는 방법은 매우 효율적인 것으로 판단되며, 준공도면 제출제도를 활성화시키기 위한 노력을 통해 신속하고 정확한 수치지도를 제공할 수 있는 기반을 마련할 수 있을 것이다.

• Journal of Korean Society for Geospatial Information Science
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• v.8 no.1 s.15
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• pp.85-95
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• 2000

There is a recent emphasis on the need for updating and revision of existing digital maps as more digital maps are used and produced. Various type of data sources, such as photographs, ground surveyed data and satellite images, are used in the revision and the updating process. The process is very time consuming and costly, especially for small regional areas. This study, attempts to present an effective update/revision method using the as-built surveying drawings and the accuracy of the digital map which has been updated and revised using this method was also investigated. This study showed that by using as-built surveying drawings of scale 1/1,200 to update a digital map of scale 1/1,000, the resulting accuracy satisfied the requirements of the national digital map accuracy specification for the corresponding scale. The necessity of the existence of the necessary drawings and maps is a requirement of this process and it is also suggested that densification of local control points especially in the urban areas is necessary for producing accurate as-built surveying drawings. This would require the establishment of rules and regulations which would require constructions to perform as-built surveying, immediately after the construction has been completed.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2003.04a
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• pp.331-337
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• 2003

• Journal of Korean Society for Geospatial Information Science
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• v.16 no.2
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• pp.41-47
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• 2008

The import of cartography is spoke for surveying technique level of the country. Also, it is the implied expression means about international operations amount in the world of people in the country. Nowadays, various digital maps on a reduced scale were drawn in Korea including the topographic series of a nation. Though these digital maps are drawn and revised by using aerial photogrammetry or satellite image, there are some problems that it is difficult to revise or renew the topography and natural feature immediately which changes frequently. As the countermeasures of these problems we use 3D Laser Scanning accumbency method, which provides user with convenience and accumbency accuracy which is required to revise and renew digital maps.

• Korea journal of population studies
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• v.23 no.1
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• pp.181-196
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• 2000

본 연구는 센서스와 GIS가 어떻게 연계활용 될 수 있는지, 센서스 자료의 원할한 활용을 위한 전용의 수치지도가 왜 필요하며 그 제작은 어떠하여야 할지, 인구주택센서스 자료들의 발표기본단위가 될 센서스트랙과 블락 그룹이 왜 필요하며 어떻게 결정되어야 할 지에 관한 연구를 수행하였다. 본 연구의 결론에 의하면: 첫째, 센서스와 GIS가 결합됨으로 인하여 센서스의 방법이며 절차가 좀더 명확히 효율적으로 진행될 수 있고, 각종 분석과 표현이 다양해지고 용이해질 수 있으므로 이에 대한 고려와 연구가 요구되며, 둘째, 한국에서 제작되고 있는 각종의 수치지도들은 방대한 정보들을 포함하고 있어 제작기간이 길고 갱신상의 어려움이 존재하므로 센서스만을 위한 간결한 수치지도를 간략히 개편하여 활용하여도 좋다고 보며, 셋째, 센서스자료의 기본발표단위를 현재의 읍, 면, 동 보다 좀더 세분화된 센서스트랙과 블락그룹 등으로 지정하여야 자료의 유용도가 높아질 것으로 본다. 이들 경계선응 현재 인구주택총조사에 쓰이고 있는 조사구의 경계와 근린주구 이론과 아울러 여러 가지 물리적, 사회적, 경제적, 행정적 요소들을 감안하여 결정하는데, 한 개의 센서스트랙에 인구를 4,000명 정도로 하고 블락그룹은 1,500명 정도로 하되, 한 개의 센서스트랙에 1-9개의 블락그룹이 탄력성 있게 포함되도록 하면 좋을 것으로 본다.