• 제목/요약/키워드: Digital surveying

검색결과 855건 처리시간 0.019초

임상가를 위한 특집 4 - CAD/CAM 시스템을 이용한 가철성 보철 수복 (The removable prosthetic restorations utilizing CAD/CAM system)

  • 박지만;박은진;김성균;곽재영;허성주
    • 대한치과의사협회지
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    • 제50권3호
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    • pp.140-147
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    • 2012
  • Recently, the digital solution of fabricating removable prosthesis by applying haptic input device, electronic surveying, and rapid prototyping was introduced. This review article covers the concept of electronic surveying, computer-aided denture framework designing procedure, discussions after several digital denture cases, directions of future development, such as digital tooth arrangement and RP flasking.

항공레이저 측량기술의 송전선로 경과지 선정 활용방안 (The application of airborne laser mapping for powerline path)

  • 김승용;위광재;김갑진;이강원
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2004년도 추계학술발표회 논문집
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    • pp.485-490
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    • 2004
  • Airborne laser mapping is the latest and fastest method for generating 3D data. By now, elevation data was mainly acquired using air photos. But this way takes long time from land control surveying to digital visualization. Airborne laser mapping does not need any ground control after system calibration. In this paper, power line and electric tower areas were measured. And using the 3D laser result and digital camera images, contour lines and mosaic images was generated and the accuracy was presented. Airborne laser mapping and digital camera have a full capacity to substitute existing methods for electric and landscape works.

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KLIS의 효율적 운영을 위한 지적도 전산 파일의 정확도 평가 (The Estimation of the Cadastral Digital Map's Accuracy for the KLIS's Effective Operation)

  • 홍성언;이현준;김윤기
    • Spatial Information Research
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    • 제15권1호
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    • pp.81-94
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    • 2007
  • KLIS에 탑재된 지적도면 전산화 데이터의 경우, 다양한 원인에 의해서 발생하고 있는 지적도면의 오류에 대하여 정확한 보정작업을 거치지 않고 정규도곽으로 보정하여 운영하고 있다. 그렇기 때문에 지적측량업무 및 지적재조사사업에 이용을 위해서는 정확한 정확도의 분석이 필요하다. 본 연구에서는 현행 KLIS에 탑재되어 있는 지적도 전산파일에 대하여 지역별, 축척별, 도면별 다양한 지역을 대상으로 면적정확도 및 위치정확도를 비교 분석하여 봄으로써 KLIS의 효율적 운영 방법 및 지적재조사사업에서의 활용가능성을 제시하고자하였다. 연구결과 현행 KLIS 데이터는 면적정확도 및 위치정확도가 대체적으로 양호하지 못한 것으로 나타나 지적측량업무 및 지적재조사사업에 이용하기 위해서는 보다 정밀한 지적도의 보정 작업이 필요할 것으로 판단된다.

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원격탐사자료를 이용한 수치지도 수정ㆍ갱신 물량 산출 방안 연구 (A Study on the calculating the amount of updating Digital Map using Remotely Sensed Data)

  • 윤여상;최종현;강인구
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2004년도 추계학술발표회 논문집
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    • pp.465-471
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    • 2004
  • The digital map expresses natural topographies and artificial things with 3D position coordinates in the computer such as the road, railway, building, river, mountain, paddy and dryland. Therefore, the digital map is regarded as an important factor in the information-oriented society. However, it is difficult to maintain the most recent topographic information all the times because of restricted budget and time. For that, the efficient method corresponded with the digital map should be presented. This study aims to suggest the way to make an estimate of updating cost for 1:5,000 scale digital map by using remotely sensed data. To predict updating area of the digital map, the screen digitizing method was applied to the overlapped images and digital map

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수치사진측량과 GSIS를 이용한 최적노선선정에 관한 연구 (A Study On The Optimum Road Design in Jeju Island Using Digital Photogrammetry and GSIS)

  • 권혁춘;이병걸
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2004년도 추계학술발표회 논문집
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    • pp.519-522
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    • 2004
  • The purpose of this research is to design a road using digital photogrammatry method to generate DEM(digital elevation model) and digital ortho image based on GSIS which was applied to the road simulation. The example study area was the suburbs of Jeju city. To this study, 1/5,000 digital map and GSIS technique were used for optimum road design of the island based on Arc View software. Using this software we can Set an overlay map by combination of hill shade map, slope map, aspect map, and building buffer map. Based on this overlap map, we designed the best road line and along this line we performed three dimensional road simulation using Microstation CAD and Inroads road design programs. From the results, we found that the DEM and digital ortho image acquired from stereoairphoto using digital photogrammatry was satisfied for choosing the best roadline and the developed three dimensional road simulation technique using GSIS technique was very useful to estimate the reasonable road design before the real road construction works.

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촬영위치에 따른 근접수치사진측량의 3차원 위치 해석 (Analysis of Three Dimensional Position According to Photographing Position in Close-Range Digital Photogrammetry)

  • 이종출;서동주;노태호;남신
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2003년도 추계학술발표회 논문집
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    • pp.181-186
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    • 2003
  • As the approach close-range digital photogrammetry has a variety of merits, the application of precision requiting fields is in Increase for its scope expansion. In the meantime, in case of photographic surveying by use of films, a lot of studies on experiment analysis and theoretical forecast models about a change of the exactness as per photographing coordinates have been conducted, but experiments about approach close-range digital photogrammetry are not enough yet. In consequence, this study has made photographing respectively by changing the photographic distance, converging angle, picturing direction by use of Rollei d7 metric and d7 metric$\^$5/ that is a measurement digital camera. And also in order to minimize the errors happened at the relative orientation, we have sorted out the prototype target that the relative orientation is automatically on the programming and have calculated RMSE by carrying out the bundle adjustment. We think that such a study could be used as very important basic data necessary in deriving the optimal photographic conditions by the close-range digital photogrammetry and in judging such a degree.

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Land cover classification using LiDAR intensity data and neural network

  • Minh, Nguyen Quang;Hien, La Phu
    • 한국측량학회지
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    • 제29권4호
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    • pp.429-438
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    • 2011
  • LiDAR technology is a combination of laser ranging, satellite positioning technology and digital image technology for study and determination with high accuracy of the true earth surface features in 3 D. Laser scanning data is typically a points cloud on the ground, including coordinates, altitude and intensity of laser from the object on the ground to the sensor (Wehr & Lohr, 1999). Data from laser scanning can produce products such as digital elevation model (DEM), digital surface model (DSM) and the intensity data. In Vietnam, the LiDAR technology has been applied since 2005. However, the application of LiDAR in Vietnam is mostly for topological mapping and DEM establishment using point cloud 3D coordinate. In this study, another application of LiDAR data are present. The study use the intensity image combine with some other data sets (elevation data, Panchromatic image, RGB image) in Bacgiang City to perform land cover classification using neural network method. The results show that it is possible to obtain land cover classes from LiDAR data. However, the highest accurate classification can be obtained using LiDAR data with other data set and the neural network classification is more appropriate approach to conventional method such as maximum likelyhood classification.

항공 LiDAR 측량에 의한 수치지도 제작의 경제성 분석 (Analysis of Economical Efficiency of Digital Map in Production Cost by Aerial LiDAR Surveying)

  • 강준묵;윤희천;이진덕;박준규
    • 대한공간정보학회지
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    • 제15권1호통권39호
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    • pp.67-73
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    • 2007
  • 최근 여러 측면에서의 효용성 및 다양한 분야에서의 활용 가능성이 높게 평가되고 있는 LiDAR 시스템을 이용하여 취득한3차원의 지형공간정보는 수치지도 제작, 3차원 건물 및 도시모델링, 통신환경 분석 등 많은 분야에서 응용되고 있다. 이에 본 연구에서는 최신의 항공LiDAR 측량 기술을 이용하여 기존 항공사진 측량 기술에 의한 수치지도 제작 기법을 대치할 수 있는 여러 가지 요소 중 가장 기초적인 경제적 비용 부분을 분석하였다. 이는 향후 수치지도의 수정 갱신 및 제작을 위한 항공 LiDAR 측량의 적용성을 판단하는 중요한 기초 자료가 될 것이며, 나아가 국가의 예산절감 효과를 거두는 근거자료로 활용될 수 있을 것이다.

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영상선점 기법에 의한 3차원 측위 시스템 구현 (The Implementation of 3D Measurement System by Image Pointing Method)

  • 송승호;김용배;주영은;엄대용
    • 한국측량학회지
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    • 제20권2호
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    • pp.191-197
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    • 2002
  • 최근 컴퓨터 관련분야의 눈부신 발전과 더불어 고해상도 디지털 카메라의 개발은 수치사진측량분야에서도 보다 정확한 위치측정을 가능하게 하였으며, 이의 활용에 관심이 집중되고 있다. 본 연구는 사진실측을 통해 근대문화유산 건축물의 수치도면을 작성함에 있어서 수치영상을 이용한 영상선점 기법을 토대로 보다 손쉽게 3차원 위치측정이 가능한 알고리즘을 개발하고 시스템을 구축하여 기준점 측량작업 및 촬영조건 제약을 획기적으로 줄일 수 있었으며 보다 효율적으로 건축물의 수치도면화 및 3차원 모델을 구축할 수 있었다.