• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.06a
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• pp.254-259
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• 2008

지형의 표고값물 격자간격으로 표현하는 수치표고모델(DEM)은 지형분석을 위한 GIS데이터 활용과 휴대전화 중계안테나의 영향권 분석, 정밀지오이드 계산을 위한 지형효과계산 등 여러 가지 분야에 활용되고 있다. 본 연구에서는 이렇게 활용성이 증가하고 있는 수치표고모델을 수집하고 또 진주시 지역을 대상으로 LiDAR촬영을 통한 LiDAR 수치표고모델을 구축하여 그 정확도를 분석하고자 하였다. 연구에 활용된 수치표고모델은 GTOPO30, SRTM-3, 지형도(1/50,000) 독취 DEM, 환경부 DEM, 항공사진에 의해 생성된 DEM, 그리고 LiDAR DEM의 6가지이며, 정확도 분석을 위해 GPS측량과 수준측량이 동시에 실시된 409점의 진주시 3차원 도시기준점 성과를 이용하였다.

• 제어로봇시스템학회:학술대회논문집
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• 1996.10b
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• pp.260-263
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• 1996

THe Purpose of this paper is to match the feature point of man-made structure and to obtain the DEM which are occluded in a image plane. We use the trinocular matching with epipolar lines and planes. If an occlusion appears at one of the trinocular images, the DEM mapping is used to estimate the height of feature points in it.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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• 2010.04a
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• pp.341-345
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• 2010

It is known that the accuracy of DEM is related with terrain morphology, sampling density, and interpolation method. However, the theoretical reasons for these correlations have rarely been accounted for so far. This study aimed to verify a theoretical basis that DEM accuracy can be assessed based on approximation theory when we generate a DEM using lots of precise and accurate source data such as digital maps and LIDAR data.

• Proceedings of the KSRS Conference
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• 2003.11a
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• pp.182-182
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• 2003

Generally, DEM (Digital Elevation Model) is generated by stereo-images acquired same conditions, sensor type, viewing angle, capturing elevation and etc. It is difficult to generate DEM with stereo images acquired different satellite. This study intends that it is DEM generation using pair-images with other sensor systems.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.11
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• pp.13-18
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• 2019

The DEM(Digital Elevation Model) is a three-dimensional spatial information that stores the height of the terrain as a numerical value. This means the elevation of the terrain not including the vegetation and the artifacts. The DEM is used in various fields, such as 3D visualization of the terrain, slope, and incense analysis, and calculation of the quantity of construction work. Recently, many studies related to the construction of 3D geospatial information have been conducted, but research related to DEM generation is insufficient. Therefore, in this study, a DEM was constructed using a MMS (Mobile Mapping System), UAV image, and UAV LiDAR (Light Detection And Ranging), and the accuracy evaluation of each result was performed. As a result, the accuracy of the DEM generated by MMS and UAV LiDAR was within ± 4.1cm, and the accuracy of the DEM using the UAV image was ± 8.5cm. The characteristics of MMS, UAV image, and UAV LiDAR are presented through a comparison of data processing and results. The DEM construction using MMS and UAV can be applied to various fields, such as an analysis and visualization of the terrain, collection of basic data for construction work, and service using spatial information. Moreover, the efficiency of the related work can be improved greatly.

• Korean Journal of Remote Sensing
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• v.32 no.6
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• pp.567-577
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• 2016

SqueeSAR is a new technique to combine Persistent Scatterer (PS) and Distributed Scatterer (DS) for deformation monitoring. Although many PSs are available in urban areas, SqueeSAR analysis can be beneficial to increase the PS density in not only natural targets but also smooth surfaces in urban environment. The height of each targets is generally required to remove topographic phase in interferometric SAR processing. The result of PSInSAR analysis to use PS only is not affected by DEM resolution because the height error of initial input DEM at each PSs is precisely compensated in PS processing chain. On the contrary, SqueeSAR can be affected by DEM resolution and precision since it includes spatial average filtering for DS targets to increase a signal-to-noise ratio (SNR). In this study we observe the effect of DEM resolution on deformation measurement by PSInSAR and SqueeSAR. With ALOS-1 PALSAR L-band data, acquired over Daejeon city, Korea, two different DEM data are used in InSAR processing for comparison: 1 m LIDAR DEM and SRTM 1-arc (~30 m) DEM. As expected the results of PSInSAR analysis show almost same results independently of the kind of DEM, while the results of SqueeSAR analysis show the improvement in quality of the time-series in case of 1-m LIDAR DSM. The density of InSAR measurement points was also improved about five times more than the PSInSAR analysis.

• Journal of Korea Water Resources Association
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• v.52 no.8
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• pp.515-529
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• 2019

Geospatial information for river network and watershed boundary have played a fundamental roles in terms of river management, planning and design, hydrological and hydraulic analysis. Irrespective of their importance, the lack of punctual update and improper maintenance in currently available river-related geospatial information systems has revealed inconsistency issues between individual systems and spatial inaccuracy with regard to reflecting dynamically transferring riverine geography. Given that digital elevation models (DEMs) of high spatial resolution enabling to reproduce precise river network are only available adjacent to national rivers, DEMs with poor spatial resolution lead to generate unreliable river network information and thereby reduce their extensible applicabilities. This study first of all evaluated published spatial information available in Korea with respect to their spatial accuracy and consistency, and also provides a methodology and tool to modify existing low resolution of DEMs by means of striation of conventional or digitized river network to replicate input river network in various degree of further delineation. The tool named FSND was designed to be operated in ArcGIS ModelBuilder which ensures to automatically simulate river network striation to DEMs and delineation with different flow accumulation threshold. The FNSD was successfully validated in Seom River basin to identify its replication of given river network manually digitized based on recent aerial photograph in conjunction with a DEM with 30 meter spatial resolution. With the derived accuracy of reproducibility, substantiation of a various order of river network and watershed boundary from the striated DEM posed tangible possibility for highly extending DEMs with low resolution to be capable of producing reliable riverine spatial information subsequently.

• Journal of Korean Society for Geospatial Information Science
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• v.21 no.4
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• pp.109-116
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• 2013

To extract the 3D geometric information from SAR(Synthetic Aperture Radar) images, two different techniques, interferometric SAR and radargrammetry, have been widely used. InSAR is most widely used for the generation of precise DEM(Digital Elevation Model) until now. But, Interferometric SAR requires severe temporal correlation over areas covered with vegetation and high relief areas. Because radargrammetry is less sensible to temporal correlation, it can provide better results than interferometric SAR in certain, especially X-band SAR. In this paper, we assess the properties of DEMs generated by radargrammetry using stereo C-band RADARSAT-1 images and X-band TerraSAR-X images.

• Spatial Information Research
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• v.10 no.3
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• pp.439-453
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• 2002

Researches using DEM are actively progressed in field of water resource, and especially the extraction of watershed and stream based on topographic and hydrologic analysis, is widely used in GIS analysis recently. However, because it is extracted that watershed which is type of sliver polygon and stream which is type of straight line in low topographic region, they're not efficient for application. This study determined buffer zone from stream and tried smooth elevation change to buffer zone in order to efficiently extract abnormal watershed and stream being occurred in low topographic region. Especially, we applied equal-distance assignment model using Voronoi Diagram to determine smooth elevation change. Also, we extracted watershed and stream using stream recognition DEM and origional DEM, and evaluated the efficiency of research through comparing the shape of watershed and stream in low topographic region.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.161-161
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• 2011

지진, 산사태, 액상화 등의 지질재해 예측을 위한 지역적 지반특성을 규명하기 위해서 지질도 또는 지형도를 이용하여 간접적인 방법이 사용되기도 한다. DEM에서 추출한 경사도는 지반분류 시 하나의 기준으로 사용되어질 수 있고, 이때 DEM의 해상력에 따라 그 결과가 다르게 산출될 수도 있다. 이번 연구에서는 DEM의 해상력에 따라 우리나라 일부지역의 지반분류 결과에 어떤 영향을 미치는지 살펴보았다. 각기 다른 해상도의 DEM을 적용하여 우리나라 동남부 지형을 경사도 기준으로 지반분류한 후 그 면적차이를 해상도별로 비교한 결과, 지반분류 C 지역의 면적 변화가 가장 뚜렷하였다. $V_s30$ 범위로 분류한 결과에서는 180 m/sec 이하의 지역에서 해상도별로 가장 큰 변화가 있었다. 고해상도에서는 지반분류 B와 E의 지역에서 면적이 저해상도 보다 크게 산출되는 경향이 있었고, 저해상도에서는 지반분류 C와 D 지역의 면적이 고해상도 보다 크게 산출되는 경향이 있었다. 이는 DEM의 해상도가 낮아질수록 각기 다른 지반정보를 함유한 작은 셀이 큰 셀로 만들어지는 과정에서 평균화되는 지반정보가 과대평가 또는 저평가되었기 때문이다. 연구지역 내 시추지역의 지반과 지반분류 결과를 비교하면 해상도별로 78%~52%까지 일치하였고, 고해상도에서 일치율이 더 높았다. 지형의 변화가 심하고 인구나 산업시설이 밀집된 재해 고위험군 지역은 고해상도의 지도를 이용하고, 지형의 변화가 없거나 단단한 지반의 지역은 재해가 상대적으로 작아서 저해상도의 사용으로 자료처리 시간의 효율성을 증대시키는 방안도 생각할 수 있다.