• 한국측량학회:학술대회논문집
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• 한국측량학회 2006년도 춘계학술발표회 논문집
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• pp.287-291
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• 2006

Currently application of high-resolution satellite imagery is expanding with development of high tech optical and space aviation technology. Although using 3 dimensional modeling technology in order to attain accurate terrain information using existing ground control points is the most dependable reference data, such means are unapplicable for certain area because of it's limited access. In this study, we have researched into ways to utilizing high resolution satellite images from IKONOS and Quickbird, and sub-meter class satellites images that will be utilized In the future such as Arirang images and PLEIADES images for unaccessible areas. For that purpose we have created accuracy verification and GCP files for existing ortho-imagery and digital elevation model. The results showed that accuracy of ortho-Imagery and digital elevation model was RMSE X:3.043m, Y:2.921m, Z:6.139m. Also, after ortho-rectifying IKONOS images using ground control points extracted from ortho imagery and digital elevation model the accuracy of the imagery was RMSE X:3.243m, Y:2.067m, Z:1.872m.

• 한국측량학회지
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• 제21권2호
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• pp.131-136
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• 2003

지형의 기복변화를 수치적으로 표현하는 수치표고모델에서 보간 기준점의 선정방법은 매우 중요하다. 하지만 아직까지 정확한 기준이 정해진 것 없이 사용자가 임의로 선정하여 보간을 수행하고 있는 실정이다. 본 연구에서는 수치표고모델을 보다 정확하고 효과적으로 구축하기 위한 보간 기준점 선정방법을 연구하였다. 점의 수를 적용한 선정 방법과 비정규적으로 분포되어 있는 점들을 정규 격자형태로 가정하고 구한 점들간의 평균거리를 적용한 기준점 선정 방법이 분석되었다. 그 결과 점들간 평균거리를 적용한 크리깅 방법이 수치표고모델을 구축하는데 보다 효과적인 방법임을 알 수 있었다.

• International Journal of Internet, Broadcasting and Communication
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• 제13권2호
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• pp.14-19
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• 2021

Aim of this research was to investigate the effects of Digital Elevation Model (DEM) for sensitivity analysis with two types of DEMs: 1 to 24,000 and 1 to 250,000 DEM. Another emphasis was given to the development of methodology for processing DEMs to create ArcGIS Pro and GRASS layers. This was done while developing water quality system modeling using DEMs which were used to model hydrological processes and SWAT model. Sensitivity analysis with DEMs resulted in different runoff volumes in the model simulation. Runoff volume was higher for the 1:24,000 DEM than 1:250,000 DEM, probably due to the finer resolution and slope which increased the estimated runoff from the watershed. Certainly the DEMs were factors in precision of the simulations and it was obvious during sensitivity analysis that DEMs had significant effect on runoff volumes. We suggest, however, that additional comparative research could be conducted involving more parameters such as soil and hydrologic parameters to provide insight into the overall physical system which the SWAT model represents.

• 한국농공학회논문집
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• 제55권6호
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• pp.101-112
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• 2013

Shuttle Radar Topography Mission Digital Elevation Model (SRTM DEM) offers opportunities to make advances in many research areas including hydrology by providing near-global scale elevation measurements at a uniform resolution. Its wide coverage and complimentary online access especially benefits researchers requiring topographic information of hard-to-access areas. However, SRTM DEM also contains inherent errors, which are subject to propagation with its manipulation into analysis outputs. Sensitivity of hydrologic analysis to the errors has not been fully understood yet. This study investigated their impact on estimation of hydrologic derivatives such as slope, stream network, and watershed boundary using Monte Carlo simulation and spatial moving average techniques. Different amount of the errors and their spatial auto-correlation structure were considered in the study. Two sub-watersheds of Geum and Deadong River areas located in South and North Korea, respectively, were selected as the study areas. The results demonstrated that the spatial presentations of stream networks and watershed boundaries and their length and area estimations could be greatly affected by the SRTM DEM errors, in particular relatively flat areas. In the Deadong River area, artifacts of the SRTM DEM created sinks even after the filling process and then closed drainage basin and short stream lines, which are not the case in the reality. These findings provided an evidence that SRTM DEM alone may not enough to accurately figure out the hydrologic feature of a watershed, suggesting need of local knowledge and complementary data.

• 대한원격탐사학회지
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• 제17권2호
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• pp.121-129
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• 2001

A DEM(digital elevation model) is generated from a SPOT panchromatic stereo-pair using automated algorithms over a 8 km$\times$10 km region around Mokpo city. The aims are to continue the accuracy assessment over diverse conditions and to examine the applicability of a SPOT DEM for coastal disaster monitoring. The accuracy is assessed with respect to three reference data sets: 10 global positioning system records, 19 leveling data, and 1:50,000 topography map. The planimetric error is 10.6m r.m.s. and the elevation erroer ranges from 12.4m to 14.4m r.m.s.. The DEM accuracy of the flat Mokpo region is consistent with that over a mountainous area, which supports the robustness of the algorithms. It was found that coordinate transformation errors are significant at a few meters when using the data from leveling and topographic maps. The error budget is greater than the requirements for coastal disaster monitoring. Exploiting that a sub-scene is used, the affine transformation improves the accuracy by 50% during the camera modeling.

• 대한원격탐사학회지
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• 제15권4호
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• pp.339-348
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• 1999

To extract value-added products which are important in scientific area and practical life, e.g. digital elevation models, ortho-rectified images and geometric corrected images, Satellite Technology Research Center at Korea Advanced Institute of Science and Technology has developed a satellite image processing software called "Valadd-Pro". In this paper, "Valadd-Pro" software is briefly introduced and its main components such as precise geometric correction, ortho-rectification and digital elevation model extraction component are described. The performance of "Valadd-Pro" software was assessed on 10m resolution 6000 $\times$ 6000 SPOT panchromatic images (60km $\times$ 60km) using ground control points from GPS measurements. The height accuracy was measured by comparing our results with 100m resolution $DTEDs^{1)}$ produced by USGS and 60m resolution DEMs generated from digitized contours produced by National Geography Institute. Also, to show the superior performance of "Valadd-Pro" software, we compared the performance with that of commonly used PCI$\circledR$ commercial software. Based on the results, the geometric correction of "Valadd-Pro" software needs fewer ground control points than that of PCI$\circledR$ software and the ortho-rectification of "Valadd-Pro" software shows similar performance to that of PCI$\circledR$ software. In the digital elevation model extraction, "Valadd-Pro" software is two times more accurate and four times faster than PCI$\circledR$ software.ccurate and four times faster than PCI$\circledR$ software.

• 대한토목학회논문집
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• 제12권3호
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• pp.163-171
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• 1992

수치표고모델에서 좁은 격자 간격은 정확도에 효과적이지만, 지나치게 조밀하게 격자화된 표본을 만들 수는 없기 때문에 유형화가 요구된다. 수치표고모텔에서 유한 요소법의 적용은 표고 취득과정에서 발생된 원하지 않는 오차를 유형화하기 위하여 효과적이며, 지형의 불연속에 대한 문제점을 직접적이고도 간단하게 처리할 수 있는 이상적인 기법이므로 본 연구에서는 유한요소법이 적용되었다. 유한 요소법에 의한 수치표고모델은 표고 경중률이 유형화에 특히 큰 영향을 주는데, 본 연구에서는 표고 경중률과 유형화의 표준편차 사이에 Y = 1900625 $X^4-312987.6$ $X^3+20330.72$ $X^2-578.6029$ X+12.63772의 상관식을 얻었으며, 이 식으로 부터 최적의 표고 경중률은 0.05 임을 알 수 있었다.

• 지구물리
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• 제9권2호
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• pp.87-97
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• 2006

라이다는 고밀도높은 정확도로 지상좌표를 빠르게 측량하여 지구표면의 수치표고모델과 수치표면모델를 취득할수 있는 매핑시스템으로 기존의 항공사진측량과 비교하여 효율적이고 , 경제적으로 지상의 DEM을 효과적으로 구축할 수 있게 되었다. 본 연구에서는 LIDAR와 디지털 카메라를 탑재하여 항공측량을 하고 , 수치정사영상을 제작하였다. 제작된 결과물에 대한 정확도 검증을 위하여 GPS로 측량한 지상 검사점을 기본으로 하여 제작된 수치정사영상의 위치 정확도를 평가하였다. 수치정사영상은 소수의 기준점을 사용한 경우와 기준점을 사용하지 않은 경우의 두 가지로 제작하였다. LIDAR와 디지털 카메라에 의한 수치정사영상의 제작 작업은 소수의 기준점을 사용하는 경우에 1:1,000 수치지도를 수정 갱신할 수 있으며, 기준점 없이 제작된 정사영상의 경우에는 축척 1:5,000 수치지도를 수정 갱신할 수 있을 것으로 판단된다.

• 대한원격탐사학회지
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• 제17권2호
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• pp.155-164
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• 2001

In this study, we describe the technique for deriving a digital elevation model (DEM) from a synthetic aperture radar (SAR) stereo image pair and apply it to an image pair over "Kwanak-san" in Seoul, Korea. This paper contains brief discussion of the use of stereo SAR to derive topographic data, description of the overall structure of the stereo SAR processing system, description of the site and SAR data used for the evaluation and the source of validation data, results of the stereo SAR processing, analysis and evaluation of their accuracy against map data, and finally summarizes the main highlights of the method used, comments and recommendations on its future implementation.

• 한국측량학회지
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• 제23권3호
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• pp.251-260
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• 2005

CCD의 개발은 사진측량에 많은 발전을 이루었다. 본 연구는 근접수치사진측량으로 수리모형 해석시 지형 보간최적분석기법에 관한 연구이다. 먼저 근접수치사진측량과 삼각수준측량으로 수리모형의 상사성을 분석하기 위해 통계분석의 일종인 T-검정을 실시하였다 그리고 수치사진측량으로 분석한 수리모형해석을 컴퓨터로 실제지형과 비슷한 형상을 가지는 수치표고모형을 만들기 위해 역거리, 크리깅, 최근린, 불규칙삼각망 보간법 중에서 수리모형 적용에 적합한 최적 보간법을 제시하였다. 수리모형에 대한 기하학적 상사분석을 위해 보간법을 적용 결과, 크리깅 보간법과 불규칙삼각망 보간법이 효율적인 것으로 판단되었다