• 한국공간정보시스템학회:학술대회논문집
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• 2005.05a
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• pp.387-392
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• 2005

최근에는 LiDAR 시스템의 등장으로 기존의 항공사진측량에 비하여 효율적이고, 경제적으로 도시지역의 수치표고자료를 효과적으로 구축할 수 있게 되었으나, 도시지역에서는 다양한 형태의 객체들이 모두 포함된 DSM(Digital Surface Model) 형식의 자료를 취득하게 된다. 따라서, 홍수범람예측에 있어서의 인공지물의 영향 해석 등을 위하여 건물이 제거된 지형에 관한 상세한 정보를 제공하기 위해서는 DSM으로부터 DEM(Digital Elevation Model)을 추출하기 위한 전처리 과정이 필요하다. 본 연구는 LiOAR 시스템으로부터 취득된 도시지역에 대한 DSM으로부터 건물 등이 제거된 DEM을 추출하기 위한 연구로서 영상처리기법의 경계검출 알고리즘을 적용하여 건물 등의 지물들에 대한 경계를 추출하였으며, 선행연구에서 건물로 추출된 지역에 대하여 보간법을 적용함으로써 발생하는 원시 DSM 자료의 변형에 따른 대안으로써, 추출된 경계에 대여 평균값 필터링, 중간 값 필터링, 최소 값 필터링을 각각 적용함으로써 원시 DSM 자료의 변형을 최소화하여 건물 등의 지물들을 제거하였으며, LiDAR DSM으로부터 DEM을 제작하는 과정을 간략화, 자동화하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.1205-1208
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• 2007

본 연구에서는 3차원 CFD 모형인 FLOW-3D 모형을 이용하여, 군남 홍수조절지 접근수로의 안정성과 웨어의 월류능력을 검토하였다. 이를 위해서 현지측량자료와 1:5,000도의 수치지도를 이용하여 지형과 기본계획 설계(안)의 여수로를 구성하였다. 지형은 모델링 범위를 충분히 포함하도록 홍수조절지의 상 하류에 걸쳐 작성하였으며, 연직범위는 가능 최대 홍수량(PMF)시 저수지의 최고수위를 초과하는 범위까지 재현하였다. 모델링 범위는 웨어와 같은 구조물 주변에서는 조밀한 격자를 사용하여 정밀한 흐름현상을 재현토록 하였으며, 저수지 부분과 하류하천 부분에 대하여는 느슨한 격자망을 적용하여 최종적으로 2가지 격자망으로 모델링 전체범위에 대하여 격자를 구성하였다. 상류 경계조건으로는 저수지 수위를 경계조건으로 설정하였고, 하류 경계조건으로는 군남 홍수조절지가 일반댐과 달리 상 하류의 표고차가 크지 않아 방류시 하류하천 수위 상승으로 인하여 통수능에 영향을 줄 것으로 판단되므로, 방류량 대 하류하천 형성수위 관계식을 산정하여 방류량에 따른 하류하천의 수위를 하류경계조건으로 설정하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.965-969
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• 2005

본 연구에서는 기존의 하상변동 예측모형 중에서 HEC-6와 GSTARS 모형을 선택하여 지천 하류부의 하상변동을 예측하고 실측치와 비교, 분석하였다. 연구대상구간은 지천하류부의 신지천교부터 상류쪽으로 1320m구간이다. 2003년 11월 7일에 하천측량을 실시하고 2004년 6월 24일과 2004년 9월 24일에 측량을 실시하였다. 하상재료의 구성을 파악하기 위하여 12개 지점에서 시료를 채취하여 채가름 분석에 의해 입도분포 곡선을 작성하였다. 두 모형의 경계조건으로는 수위-유량자료와 유입 유사량 자료가 필요하므로 수위-유량 자료는 대상구간의 신지천교 구룡 수위표에서 얻었고, 유입 유사량은 Toffaleti공식, Meyer-Peter와 Muller공식, Ackers와 White공식 3가지 방법으로 산정하여 모형에 적용하였다. 모형의 적용결과 유입 유사량 산정공식 중에서 지천 하류부의 하상변동을 실측치와 가장 유사하게 예측한 공식은 Toffaleti 공식이었으며 최심부의 종방향 하상변동은 GSTARS 모형이 HEC-6 모형보다 실측치와 일치하는 경향을 나타내고 있다.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2004.03a
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• pp.499-505
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• 2004

현재 국내에서 활발히 이루어지고 있는 GPS 정밀측지측량은 획득된 GPS 관측값의 결과값이 GPS 기준점의 기하학적 강도와 분산계수의 상관관계의 연관성과의 분석없이 사용되고 있는 문제점을 파악하고 육지와 해상의 통합지리정보시스템구축을 위한 수치지도와 전자해도의 통합투영의 필요성에 의해서 이루어졌다. 본 연구의 목적은 크게 GPS 관측값의 정밀도를 향상시키는 방법과 수치지도와 전자해도의 통합투영으로 GPS 기준점들을 이용한 수치지도와 전자해도상의 경계선 오차량을 비교검토를 통해 수치지도와 전자해도의 통합관리의 방향을 제시하는데 있다. GPS 관측값의 정밀도 향상을 위한 방법제시를 위하여 GPS 망조정에 사용되는 3점의 기준점에 대한 기하학적인 강도에 따른 정밀도 분석방법과 분산계수의 변화에 따른 GPS 관측값들의 정밀도 분석방법으로 나누어 검토하였다.

• Journal of Cadastre & Land InformatiX
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• v.52 no.2
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• pp.5-16
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• 2022

Since 1910 the enactment of the Land Survey Act, Special Act on Cadastre Resurvey was enacted after about a century and the Surveying for the Cadastral Resurvey Project will be scheduled by 2030. The establishing boundaries occupies an important proportion in this project and the regulation on surveying for the cadastral resurvey provide specific examples of the criteria for it. This regulation can be set according to not only ground boundary and cadastral boundary, but also customary boundaries of the relevant region and boundaries agreed between landowners. However, there is no standard rule whether to accept the agreement boundary and can be abused some problems. In addition, there is a question about the subject that agreement between individuals on the public record managed by the nation. In this study, boundary agreed in cadastre related subject is examined in depth and improvement proposal about the problems. The research results can be established evaluation standard of competent authorities of the cadastral records and the Surveying for the Cadastral Resurvey Project will be progressed smoothly with effective use of land.

• Journal of Korean Society for Geospatial Information Science
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• v.22 no.4
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• pp.39-46
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• 2014

Network RTK GNSS positioning technique which has been developed to overcome the limitation of Single reference station RTK is used widely in the field of general surveying, cadastre surveying and engineering surveying due to the high accuracy and efficiency. It is specified Network RTK, Single reference station RTK and Static of GNSS as a surveying method in the regulation of Cadastre Re-survey Surveying. In this study, Network RTK and Static GNSS surveying were accomplished at cadastral re-survey field in Hadong, Gyeongnam and the surveying results were compared. Also, to analyze the performance of site calibration in Network RTK surveying, two types of Network RTK surveying with and without site calibration were accomplished and the results was compared. The research result shows that average positioning error between Network RTK(VRS) without site calibration and Static surveying result is 2.44cm and 1.53cm respectively and average positioning error between Network RTK(VRS) with site calibration and Static surveying result is 0.19cm and 0.82cm respectively at two zone. So, it was proved the effect of calibration in network RTK(VRS) surveying.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.32 no.2
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• pp.87-93
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• 2014

Cadastral parcel objects as polygons are fundamental dataset which represent land administration and management of the real world. Thus it is necessary to assure topological seamlessness of cadastral datasets which means no overlaps or gaps between adjacent parcels. However, the problem of overlaps or gaps are frequently found due to non-coinciding edges between adjacent parcels. These erroneous edges are called uncertain edges, and polygons containing at least one uncertain edge are called uncertain polygons. In this paper, we proposed a new algorithm to efficiently search parcels of uncertain polygons between two adjacent cadastral datasets. The algorithm first selects points and polylines around adjacent datasets. Then the Constrained Delaunay Triangulation (CDT) is applied to extract triangles. These triangles are tagged by the number of the original cadastral datasets which intersected with the triangles. If the tagging value is zero, the area of triangles mean gaps, meanwhile, the value is two, the area means overlaps. Merging these triangles with the same tagging values according to adjacency analysis, uncertain edges and uncertain polygons could be found. We have performed experimental application of this automated derivation of partitioned boundary from a real land-cadastral dataset.

• Journal of Industrial Convergence
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• v.20 no.8
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• pp.33-40
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• 2022

In this study, we tried to suggest a plan to improve the efficiency of operation after analyzing the actual conditions by selecting case areas operated by the cadastral resurvey responsible agency system. The research results are as follows. In the evaluation of the selection of a cadastral resurvey agency, a method to raise the qualitative evaluation score was suggested. The expansion of support for the cadastral resurvey agency made it possible to automatically connect and install when the LandyGo program is updated, and suggested that prior training should be stipulated in the related regulations. In the performance of cadastral resurvey surveying and division of duties, the installation of temporary boundary monuments and determine boundary monuments should be integrated. And this suggested the direction of conserving the project cost of the cadastral resurvey agency through joint implementation. Also, in the short-term and long-term perspectives, a plan for realization of project cost distribution in connection with the expansion of the entrustment of the cadastral resurvey responsible agency was presented. If the responsible agency system is operated by reflecting the results of this research, it is expected to improve the satisfaction of the project participants and shorten the project period.

• Journal of Korean Society for Geospatial Information Science
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• v.7 no.2 s.14
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• pp.47-56
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• 1999

In this study, tie point observation in aerial triangulation was automated by the image processing methods. The technique includes boundary extraction and We matching processes. The procedures were applied to extract points of Interest and to find their conjugate points in the other images. The image coordinates of the identified points were then used to compute their absolute coordinates. An algorithm was developed in this study for the automation of observation in aerial triangulation, which is a manual process of selecting a tie point and recording the image coordinate of the selected point. The developed algorithm automates this process through the application of a mathematical operator to extract points of interest from an arbitrary image. The root m square error of image coordinates of the developed algorithm is $6.8{\mu}m$, which is close to that of the present analytical method. In a manual environment, the accuracy of the result of a photogrammetric process is heavily dependant on the level of skill and experience of the human operator. No such problem exists in an automated system. Also, as a result of the automated system, the time spent in the observation process could be reduced by a factor of 61.2%, thereby reducing the overall cost.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.12 no.1
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• pp.89-94
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• 1994

A number of the latest research projects focus on the development of real-time mapping system. Typically, these devices are used to capture land-related information in digital form from airplanes or cars. The purpose of this paper is to automatically extract the road information from the digital images obtained using the so-called "GPS-Van" which has been developed by Center for Mapping at The Ohio State University, and to propose the method for the effective storage and management of the digital data. The edges of a road can be extracted from the digital image and determined real-time 3-dimensional position by digital photogrammetry. Also, the three storage level which consists of raster data level, object-oriented data level, and vector data level in the data storage and Quadtree data structure for the effective compression and search in the data management was proposed in this paper.his paper.