• International Journal of Computer Science & Network Security
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• 제22권11호
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• pp.373-380
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• 2022

The field of land surveying is changing dramatically due to the way data is processed, analyzed and presented. Also, there is a growing demand for digital spatial information, coming primarily from the GIS (Geographical Information System) user community. Such a demand has created a strong development potential for a new land surveying software. An overview of the development and capabilities of a land surveying software platform based on the Windows system, SurveyingMap, is presented. Among its many features, SurveyingMap provides a lot of adaptability for networks adjustment, geodetic and plane coordinates transformation, contouring, sectioning, DTM (Digital Terrain Model) generation, and large scale mapping applications. The system output is compatible with well known computer aided drafting (CAD) /GIS packages to expand its scope of applications. SurveyingMap is also suitable for non-technical users due to the user-friendly graphic user interface. The system could be used in engineering, architecture, GIS, and academic teaching and research, among other fields. Two applications of SurveyingMap, extension of field control and large scale mapping, for the case study area are established. The results demonstrate that the system is adaptable and reasonably priced for use by college and university students.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2003년도 춘계학술발표회 논문집
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• pp.123-126
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• 2003

In this study we investigate japan VRS system comparing VRS and RTK. and real time VRS surveying and RTK-GPS surveying field test. The pilot VRS surveying project have been done to verify a new technology accuracy and efficiency and we also derived future research and work in korea from that studying.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2004년도 춘계학술발표회논문집
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• pp.139-144
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• 2004

This study aims to analyze the accuracy of rover speed change in route surveying using RTK-GPS. Route surveying methods using GPS contain Static, DGPS, and RTK-GPS. Much research of navigation system, positioning of vehicles by DGPS, and accuracy analysis by GPS surveying have already been done. From this study, it is firstly found that DGPS is suitable for car navigation and sea navigation with an error of meter scale but not good for detailed construction, designing maps and updating GIS databases. Secondly, RTK-GPS can be used for managing gas pipes, water supply and drain pipes and fiber-optic cable that are needed to be controlled in a real time basis. Thirdly, since the accuracies of route surveying by RTK-GPS and DGPS are not correctly matched with the change of rover speed, the choice of route surveying method from those two should follow the need of accuracy fidelity Further study should focus on Cycle Slip problem and coordinate change problem in tunnel and mountainous areas.

• Strategy21
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• 통권41호
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• pp.153-173
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• 2017

On 15 December 2015, China seized an underwater drone belonging to the U.S. in the South China Sea. The underwater drone was then about to be retrieved by the Bowditch, a U.S. naval ship.Although China returned the underwater drone to the U.S. on 20 December 2016, the incident resulted in the considerable controversy involving the use of underwater drones. The reason for this is that the seizure of the underwater drone happened in the exclusive economic zone (hereafter referred to as "EEZ") of the Philippines. Part XIII of the United Nations Convention on the Law of the Sea (hereafter referred to as "UNCLOS") governs the matters of marine scientific research (hereafter referred to as "MSR"). If a State intends to use an underwater drone in the EEZ of another coastal State for the purpose of MSR, the former has to obtain the consent of the latter in accordance with relevant provisions included in Part XIII of the UNCLOS. However, it is not obvious whether the consent of a coastal State should be required to launch an underwater drone in the EEZ of the State for the purpose of hydrographic surveying or military surveying. Maritime powers such as the U.S. regard hydrographic surveying or military surveying as part of "other internationally lawful uses of the sea related to these freedoms, such as those associated with the operation of ships, aircraft and submarine cables and pipelines" found in Article 58(1) of the UNCLOS, or part of the freedom of the high seas. This interpretation is not incompatible with the implications that the UNCLOS has. Nevertheless, Korea cannot accept this kind of interpretation that is supported by maritime powers. The freedom of hydrographic surveying or military surveying could imply that the EEZ of Korea would be full of underwater drones launched by China, Japan or even Russia. Hence, Korea should claim that the data collected for the purpose of MSR cannot be distinguished from that collected for the purpose of hydrographic surveying or military surveying. This means that hydrographic surveying or military surveying without the consent of a coastal State in the EEZ of the State should not be permitted.

• 대한공간정보학회지
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• 제15권3호
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• pp.87-96
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• 2007

현재 수치지적 시행 지역에서의 지적측량은 전자측판 측량을 이용하는데, 이는 측량부분에 토탈스테이션과 이로 취득된 좌표정보를 기록 편집을 위한 컴퓨터 시스템으로 구성되어 있다. 본 연구에서는 토탈스테이션을 대체하여 RTK-GPS 측량으로 경계점의 좌표를 취득하고 자료처리와 결선처리 등은 기존의 컴퓨터 시스템을 이용함으로써 수치지적측량의 효율성을 제시하고자 하였다. 연구결과, RTK-GPS측량 성과를 기존 전자측판(토탈스테이션)성과와 비교한 결과 거의 차이가 없었고, 소요시간과 소요인력을 분석한 결과 현행 토탈스테이션을 이용한 전자측판 측량보다 많이 줄일 수 있는 것으로 나타났다. 이외에도 전자측판 시스템을 이용하여 현장에서 자료처리 및 결선작업 등이 이루어질 수 있도록 함으로써 수치지적시행 지역에서 효율적인 측량방법이 될 수 있을 것으로 기대된다.

• 산업기술연구
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• 제31권B호
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• pp.9-15
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• 2011

Nowadays, the Surveying field is growing rapidly in terms of technology such as TS(Total Station) surveying, photographic surveying, digital aerial photogrammetry, utilization of GIS(Geographic Information System) using high-resolution satellite imagery, obtaining 3D Coordinate using GPS. But control point surveying, benchmark measuring, and field Surveying are still performed by the engineers in the field. So, 3D yerrestrial laser scanner comes to the fore recently. 3D terrestrial laser scanner can get 3D coordinate about a number of sites of the subject in a short period with high accuracy. This paper compared the accuracy of data from the performance using 3D terrestrial laser scanner with that of TS. It also obtained the geopositioning accuracy result equivalent to the surveying result of TS. With further researches in the future, it is expected to be used not only in LiDAR itself but also in various areas like reconnaissance Surveying and construction by combining with TS or other Surveying equipments.

• 대한공간정보학회지
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• 제19권4호
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• pp.65-70
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• 2011

GPS상시관측망 자료를 이용하여 국토지리정보원에서는 VRS 서비스를 하고 있으며 실시간적이고 정확도를 높이기 위해 VRS-RTK 측량방법이 널리 사용되는 추세이다. 하지만 VRS-RTK GPS 측량에서 이동국과 기지국간의 거리가 멀어지면 정확도가 떨어지는 경향이 있다. 본 연구에서는 지적도근점측량 시 이러한 문제점을 파악하기 위해서 GPS 상시관측망의 안쪽과 바깥쪽에 존재하는 경남 거제시의 실험지역 두 곳을 선정하여 정확도를 분석하였다. 두 지역을 대상으로 정확도를 분석한 결과 위치오차에 대한 평균제곱근오차는 ${\pm}0.03m$로서 지적측량 규정내에 있었으며, 지적측량 시 VRS-RTK GPS 측량의 적용가능성을 제시하였다.

• 한국측량학회지
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• 제19권1호
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• pp.19-26
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• 2001

기술적인 프로젝트를 수행하는 기관들은 전문가들의 도움을 받는 것이 보편화되어가고 있다. 프로젝트를 사전 검토하는 전문가들은 정보화 기술과 측량 및 매핑의 변화된 기술과 함께 경제적인 방법에 대한 분야에 대한 전문적인 지식이 있어야 한다. 토털스테이션, GPS, 정사사진, 수치지도 및 위성 리모트센싱과 같은 새로운 측량 및 매핑 방법은 과거의 측량 개념을 송두리째 바꾸어버렸다. 또한 매핑에 대한 기술은 지난 50년 동안 기계식에서 해석적 그리고 수치적으로 크게 변화되었다. 이제 측량 및 매핑 방법들의 적절한 선택은 특정한 기술의 사용보다는 비용과 효과 측면에서의 결정사항이 되고 있다. 예를 들어 GPS측량기는 종래의 측량기기보다 더 비싸지만 비용효율적인 측면에서 장점을 제공하고 있다. 본 연구에서는 측량 및 매핑 프로젝트에서의 비용인자와 효과인자를 독립적으로 평가하였고, 비용/효과 비(B/C비)를 평가모델에 사용하여 각 측량방법의 비용 효과를 비교하였다. 측량 및 매핑 방법들의 비용 대 효과 모델은 전체 프로젝트에서 경제적인 결과를 얻을 수 있을 것이다.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2003년도 추계학술발표회 논문집
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• pp.75-80
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• 2003

Most of the control point surveying use a triangulation point and a bench mark with Total Station and Level. nowadays, the research is being accomplished for practical use of GPS. but In this study the optimum time and the optimum occupation time are analyzed, so as to examine possibility of the control point surveying that use GPS continuous station data of National Geography Institute. Also, The efficient surveying methods that compare the result of data that processed using broadcast ephemeris with the result of data that processed using precise ephemeris. As a result of that, Error feature analysis of the control point surveying in connection with GPS continuous observation will provide us estimation of errors and efficient topography information acquisition

• 한국측량학회:학술대회논문집
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• 한국측량학회 2003년도 추계학술발표회 논문집
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• pp.43-48
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• 2003

This study presents the detailed methods for university facilities mapping using GPS and totalstation. In the control survey by GPS network adjustment, the level of significance for the height value of fourth order triangulation stations was estimated about loom. The accuracy analysis of height determination by totalstation for the traverse points showed that the RMSE came out 9mm to the basis of direct leveling, so it indicated that trigonometric leveling by totalstation was correct comparatively. For GPS/RTK method, the result of accuracy analysis about traverse points showed that the RMSE came out 33㎜ in horizontal location to the basis of totalstation's outcome and 15㎜ in height value to the basis of direct leveling. In the construction survey, GPS/RTK surveying is quicker and more economical than totalstation surveying in the feasible areas of GPS surveying, but there were many impossible areas lot GPS/RTK surveying by the obstacles like a building.