• 한국공간정보시스템학회:학술대회논문집
• /
• 2005.05a
• /
• pp.209-213
• /
• 2005

GPS를 이용한 측량 결과를 현장에서 직접 확인하여 적합성을 검토하는 것은 작업의 시간이나 효율성에서 많은 장점을 가지고 있다. 따라서 인터넷을 이용하여 사용자가 현장에서 GPS 측량 결과를 확인하고 성과를 점검할 수 있는 GPS 자료처리 웹 서비스의 구현이 필요하다. 인터넷을 이용한 GPS 자료처리의 웹 서비스는 GPS 자료를 인터넷을 이용하여 서버로 전송하는 사용자 부분(Client Part)과 전송된 GPS 자료를 처리하여 사용자에게 결과를 전송하는 서버 부분(Sever Part)으로 나된다. 본 연구에서는 업 로드 컴포넌트를 이용하여 GPS 자료를 업로드하고, 이 자료를 웹 브라우저와 연동된 자료처리 소프트웨어를 이용하여 처리하며, 처리된 결과를 사용자에 보여주는 소프트웨어를 개발하였다.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
• /
• 2003.04a
• /
• pp.517-520
• /
• 2003

본 연구에서는 대단위의 도시개발사업을 시행하면서 사업완료 전에 토지를 분양받은 수분양자가 사업완료 전이라 분양 받은 토지의 지적공부 및 등기부가 없어 완전한 토지재산권행사를 하지 못하는 문제가 발생하여, 이에 대한 대안으로 환지예정지토지로 등기를 하여 권리행사를 할 수 있는 개선방안을 제시하고, 실제 도시개발사업시행지구를 대상으로 개선방안에 의거 환지예정지로 등기를 해보았고 분석결과 현행 법ㆍ제도로도 개선시행이 가능하다고 판단하였다.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
• /
• 2003.04a
• /
• pp.75-79
• /
• 2003

Nowadays, the value of the ocean is growing noticeably throughout the world in accordance with the development of the industrial society and increase in the number of the ocean related economic activities. Therefore the pursuit of more waters has led more disputes amongst many maritime powers in the world. In this study, the territorial basepoints are recalculated methods to develop their accuracies to settle a boundary issue among nations.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.20 no.1
• /
• pp.39-46
• /
• 2002

This paper shows what is point to be considered at that time in cadastral settlement surveying after declination analysis between GPS and traditional surveying at coordinate result of cadastral triangulation points and supplementary point in site selected deplaning of streets which is surveyed traditional surveying. In the case that coordinates of cadastral triangulation assistance points was decided by standard of the existing cadastral triangulation points that direction of the error vector is in opposition, authors could know all errors was reduced inside coordinate by error being offset each other through the results of study. The coordinates result of cadastral triangulation point by standard of the cadastral triangulation points reduces the deviation value through error that an intersection points was centered being offset each other but through the result that a tendency of errors occurrence is analyzed goniometrys, supplementary points that is close to cadastral triangulation assistance points was affected by error of cadastral triangulation assistance points.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
• /
• 2004.04a
• /
• pp.507-512
• /
• 2004

Research that establish new cadastral survey model that use GPS to introduce GPS observation technique in cadastral survey and research that develop connection technologies are gone abuzz. The purpose of this research is to keep in step in such trend and grasp present condition and performance of surveying connection to common use GPS data processing software, and analyze data processing algorithm, and develop suitable GPS data processing software in our real condition regarding GPS data processing and result of control point calculation. This research studies analysis common use software and error occurrence by data processing method that college and company have. Also, It analyzes algorithm that is applied to existing GPS data processing software. After that we study algorithm that is most suitable with cadastral survey and then develop cadastral survey calculation software for new cadastral control points

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
• /
• 2004.11a
• /
• pp.453-458
• /
• 2004

지적제도를 관리하고 있는 대부분의 유럽 국가들은 한정된 토지의 지속적인 개발과 다양화 ㆍ입체화되어 가는 토지이용을 현 상태 그대로 표현할 수 있고, 입체적 토지이용으로 인하여 복잡하게 된 토지소유권을 체계적으로 등록 및 관리할 수 있는 삼차원 지적에 대한 연구 및 프로젝트가 활발히 진행 중에 있으며, 국제측량사연맹(FIG)에서도 지속적인 관심과 학술대회를 지원하고 있다. 또한 최근 국내에서도 이에 대한 관심이 증대됨에 따라 삼차원 지적도입을 위하여 지적법 전문개정을 통하여 건물 및 시설물 등의 위치(현황도)를 등록할 수 있는 법적근거를 마련하였다. 아울러 대한주택공사와 대한지적공사는 용인시 신갈읍을 대상으로 삼차원 지적정보관리 구축 시험사업을 추진중에 있다. 따라서 본 논문에서는 삼차원 지적의 개념을 이론적 배경으로 삼차원 지적의 국외 연구동향을 분석하고 국내 관련 현황을 토대로 삼차원 지적 모형을 개발하는데 목적이 있다.

• Journal of the Korean Association of Geographic Information Studies
• /
• v.19 no.1
• /
• pp.53-63
• /
• 2016

In this paper, we proposed the improvements for performance test and surveying equipment regulations, standards, methods and procedures, depending on the need of improving the legal system for surveying equipment in a diverse and sophisticated surveying industry. This research was performed first investigating the existing legal systems(Act on the establishment and management of spatial data, Framework act on national standards, ISO 17123, JIS B 7912) with respect to the surveying equipment performance testing and the research for IOS and KOLAS suggested the improvements on the application for the surveying equipment performance testing standard. More exactly, first, two years were presented for the surveying equipment performance testing cycle considering the precise accuracy of the instrument stability, purpose and frequency of use, etc. Second, the abolition of the measurement distance by grade and the upward or cross-grade adjustment of the single prism standards about the light wave rangefinder and total station were suggested for the improvement on survey equipment performance criteria. Third, since the main function of total station is focused on a three-dimensional coordinate measurement due to the improvement of surveying equipment performance testing, it was proposed to use the precision(repeatability) of the coordinate measuring method as an evaluation method.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.8 no.1
• /
• pp.41-50
• /
• 1990

The purpose of this thesis lies in proving the practicality of photogrammetry and in promoting photogrammetry in earthwork which plays a major role in civil engineering projects. Analysis of accuracy in the determination of ammount of earthework was done by applying interpolation methods in digital terrain model. As a result of analysis of the data acquisition method, in cross-section method produced acceptable accuracy from Simpson's three-eighths rule and prismoidal rule. In results DTM, we have obtained the fact that earthwork calculation accuracy was increased by applying two or more interpolation methods. Therefore, the method by digital terrain model using aerial photograph has proved to be more efficient.

• Journal of The Geomorphological Association of Korea
• /
• v.19 no.2
• /
• pp.69-79
• /
• 2012

The aim of this study is to analyze the mid-term changes of beach and dune morphology at Sohwang beach, Korea using by Total Station. Measurements executed 4 times during two year. Based on ArcInfo as point cloud obtained through precise measurement data by Total Station, alteration of beach and dune was analyzed at DEM, of which cell size is about 1m. Since these artificial constructions have influenced current systems of this region, the large-scale sand movements above mentioned have occurred around the jetty and the sea-wall. There occurred sedimentation in the north of the Jetty and erosion in the south of the Jetty, which is installed at the central part of object area. The direction of recent topographic development does not coincide with that of wind, and, rather, topographic changes occurred mainly at beaches and dunes due to the transformation of coastal water flow caused by artificial structure nearby. If precise measurement is conducted periodically, and long term monitoring is carried out by installing equipment measuring movement pattern of sediment around artificial structure, cause of topographic change around the object area could be discovered.

• Journal of Cadastre & Land InformatiX
• /
• v.44 no.1
• /
• pp.79-96
• /
• 2014

This study presents the two major problems and those improvements of Cadastral Surveying Fee System. The system has been attempted to apply for Individual Public Land Price since 2011. To tackle those problems, this study examines a variety of literatures such as specialty publications, academic thesis, and reports from government. This study applies questionnaire survey method. And the data were collected by the personnel in charge of receiving cadastral surveying application in Gwangju and Jellanamdo branch, LX Korea Cadastral Survey Corp. In order to apply Individual Public Land Price to Cadastral Surveying Fee System, this study suggests subdivision of land at price and application of sample lot and land price standard index table. A number of curriculums provided by training institute in LX Korea Cadastral Survey Corp., education materials and cyber education method are necessary to promote awareness of personnel in charge. Publicity activities are also required to fulfill governmental basis.