• Title/Summary/Keyword: 수치고도모델

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An Accuracy Analysis of the High Resolution Ortho Image by Generation Technique of Digital Elevation Model (수치고도모델 생성 기법에 따른 고해상도 정사영상 정확도 분석)

  • Lee, Kwang-Jae;Kim, Youn-Soo;Noh, Jin-Kwan
    • Aerospace Engineering and Technology
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    • v.11 no.1
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    • pp.118-125
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    • 2012
  • The purpose of this study is to analyze the ortho image quality change according to the generation technique of Digital Elevation Model(DEM) based on the digital map. First of all, two different types of DEM were generated using contour layer(Case1), contour layer and altitude layer(Case2) from the digital map on the scale of 1/5,000. After generating and evaluating two types of DEM, KOMPSAT-2 ortho images were generated by using them. In conclusion, Case2 DEM was more effective to use in the slope and switchback area, on the other hand, Case1 DEM was much better than Case2 DEM for preventing a topographic distortion in flat area.

A Study on Production and Accuracy Analysis of Grid Digital Elevation Models (정규격자 수치고도모델의 생성과 정확도 분석에 관한 연구)

  • 조규전;조영호;정의환
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.16 no.1
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    • pp.119-132
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    • 1998
  • For the purpose of producing of grid D.E.M based on National Digital Map accurately and efficiently, We must carefully consider arrangement and numbers of it's elevation information, supplement interpolation method of control point information for maintaining accuracy. According to each combination, each of them has an effect on estimate elevations. This study, after finishing experimental analysis of several grid distance and interpolation methods, aims at presenting the optimal grid distance and interpolation method in the production of grid D.E.M by using of National Digital Map. The results are as follows: First, The result of experimental analysis shows that the method of Kriging is a very excellent interpolation method in the production of grid D.E. M by using National Digital Map. Second, For the purpose of determining grid distance, this study present that twice of the amount of contour interval to make producing grid D.E.M is optimal distance.

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Establishing Management District for 1n18n0 Wetlands Using Digital Eleveation Model (수치고도모델을 이용한 내륙습지 관리권역 설정)

  • Kim Byung-Sun;Ku Cha-Yong
    • Spatial Information Research
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    • v.13 no.2 s.33
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    • pp.167-183
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    • 2005
  • Wetlands are a transitional zone between aquatic and terrestrial ecosystems, and a habit for the various biospheres. The main purpose of this study is to suggest a new technique that establishes the management districts of inland wetlands. To establish management districts of sub-watershed units, this study used the BurnDEM techniques. The management district resulted form this study are assessed its effectivity using an overlap of inland wetland map and sub-watershed maps classified by 18 sub-watershed. The result of this study could be applied to build a national inland wetland database.

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Terrain Analysis of Odaesan National Park using Digital Elevation Model (수치고도모델을 이용한 오대산 국립공원지역의 지형분석)

  • 김철민;이준우;권태호
    • Korean Journal of Environment and Ecology
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    • v.9 no.1
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    • pp.70-76
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    • 1995
  • Digital elevation model for analysing terrain of Odaesan National Park was constructed by 1:50.000 topographical map. The fifty five percent of total area is located in higher than 900m in elevation, while ninty percent of the conservation area in Pirobong is above 1,100m. In other word, seventy percent of Odaesan National Park area has the slope of more than 20$^{\circ}$and is steep mountain. The aspect of the mountain mainly turned out to be eastward and westward.

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Three Dimensional Analysis Using Digital Elevation Model on the Coastal Landform of the Sacheon Bay, South Sea of Korea (수치고도 모델을 이용한 사천만 해안지역의 3차원 지형분석)

  • Lee, Min-Boo;Kim, Nam-Shin;Han, Kyun-Hyeung
    • Journal of the Korean association of regional geographers
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    • v.9 no.2
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    • pp.203-216
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    • 2003
  • The process of constructing coastal digital elevation model(DEM), for the 3 dimensional analysis, is composed by abstracting land layers for land elevation and water depth, reprojecting UTM, relocating geographical grid, and interpolating works. The geomorphic set of shallow sea, including tidal current, tidal zone deposition, and water depth distribution, was analyzed by eye search of Landsat TM image, masking of land zone, band combination and regression analysis. Some horizontal differences, between combined DEM and surveyed data of shallow sea, was corrected for analysis. Analyzed geomorphic elements are stream channel, alluvial fan, coastal terrace, tidal current. and shallow sea bank. Results of analysis present that transported fluvial materials influence tidal sedimentation, especially from Gahwacheon river, for the role of artificial draining flooding waters from Jinyang Reservoir, almost in the summer season. In the coastal area with less tidal current, more fine materials are deposited. The influence of currental deposition are higher on small pockets with west coast of well developed terraces. The lower skirt of alluvial fans developed into the tidal zone of shallow sea. Small pocket type bays are closed by coastal current, and less influenced from tidal deposition. The bank of Jinju Bay are developed originally from submerging of remnant erosional mountain ranges, and play on the role of trapping fine materials.

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Improved Radial Sweep Algorithm for 3-dimensional Terrain Modelling (3차원 지형 모델링을 위한 개선된 Radial Sweep 알고리즘)

  • Ryoo, Seung-Taek;Ahn, Chung-Hyun;Yoon, Kyung-Hyun
    • Journal of Korean Society for Geospatial Information Science
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    • v.5 no.2 s.10
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    • pp.77-85
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    • 1997
  • Researches in the field of Computer Graphics and Geographical Information Systems(GIS) have extensively studied the method of photo-realistic landscape modelling, because it have become a commom requirement in applications such as flight simulators, mission rehearsal, and construction planning. A common approach to the display of terrain uses a Digital Elevation Model(DEM). DEM is an evenly spaced array of the terrain elevation data and can be obtained from stereo satellite data. With the DEM data, the process of 3D terrain modelling consists of three steps. The first step is to extract the meaningful data (such as peak, pit, passes...) from DEM data based on LOD(Level Of Detail) criteria. The second is to construct the 3D surface by TIN, which represents a surface as a set of non-overlapping continuous triangular facets of irregular size and shape. The third is a rendering of 3D terrain model. The goal of this research is a construction of 3D terrain with TIN. To do this, we are going to app]y Radial Sweep Algorithm. Radial Sweep Algorithm for generating TIN works quickly and efficiently. However, it does not solve the problem caused by the approximated nature of triangulated surface. To solve this problem, this research derive improved radial sweep algorithms with the optimal triangle definition.

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Application Possibility of Control Points Extracted from Ortho Images and DTED Level 2 for High Resolution Satellite Sensor Modeling (정사영상과 DTED Level 2 자료에서 자동 추출한 지상기준점의 IKONOS 위성영상 모델링 적용 가능성 연구)

  • Lee, Tae-Yoon;Kim, Tae-Jung;Park, Wan-Yong
    • Journal of Korean Society for Geospatial Information Science
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    • v.15 no.4
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    • pp.103-109
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    • 2007
  • Ortho images and Digital Elevation Model (DEM) have been applied in various fields. It is necessary to acquire Ground Control Points (GCPs) for processing high resolution satellite images. However surveying GCPs require many time and expense. This study was performed to investigate whether GCPs automatically extracted from ortho images and DTED Level 2 can be applied to sensor modeling for high resolution satellite images. We analyzed the performance of the sensor model established by GCPs extracted automatically. We acquired GCPs by matching satellite image against ortho images. We included the height acquired from DTED Level 2 data in these GCPs. The spatial resolution of the DTED Level 2 data is about 30m. Absolution accuracy of this data is below 18m above MSL. The spatial resolution of ortho image is 1m. We established sensor model from IKONOS images using GCPs extracted automatically and generated DEMs from the images. The accuracy of sensor modeling is about $4{\sim}5$ pixel. We also established sensor models using GCPs acquired based on GPS surveying and generated DEMs. Two DEMs were similar. The RMSE of height from the DEM by automatic GCPs and DTED Level 2 is about 9 m. So we think that GCPs by DTED Level 2 and ortho image can use for IKONOS sensor modeling.

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The development of a topological data conversion program for the utilization of NGIS data (NGIS 자료 활용을 위한 지형자료 변환 프로그램개발(Topy 1.5))

  • 김진완;홍현수;정의석;임문혁;김선규;김선태
    • Proceedings of the Korea Air Pollution Research Association Conference
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    • 2003.05b
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    • pp.364-365
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    • 2003
  • 모델에 입력되는 지형자료의 형태는 좌표별 고도가 체계적으로 정리된 DEM(Digital Elevation Model)형태를 사용할 수 있으며, 과거에는 이러한 지형자료를 얻기 위해 대상지역의 지형도 중 등고선을 대상으로 좌표별 고도수치를 정리하여 구축하거나, 섬세한 지형자료를 구축하고자 할 경우 각 고도별 등고선자료를 scan한 후에 각 등고선별 고도자료의 위상관계를 설정해 주는 작업을 진행하였으나, 두 방법 모두 상당량의 수정작업과 반복작업이 요구되는 단점을 갖고 있었다. 그러나 국립지리원 주도로 1998년 9월부터 시작된 NGIS(National Geogralhic Information Sydtem)사업에 의해 구축된 수치지도를 이용하여 등고선별 고도자료를 추출하고, 이를 가공하여 모델의 입력자료로 활용하는 방법이 최근에 소개되고 있으며, 지형자료의 구축에 소요되는 시간 및 정확한 자료를 구축할 수 있다. (중략)

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A Study on Extracting the Contour Line from Digital Elevation Model (수치고도 모델로부터 등고선 추출에 관한 연구)

  • 한주연;김성철;류승택;윤경현
    • Proceedings of the Korean Information Science Society Conference
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    • 1998.10c
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    • pp.609-611
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    • 1998
  • 본 논문에서는 수치고도모델로부터 정확한 등고선을 추출하는 방법을 연구하였다. 이것은 하나의 높이 평면과 DEM 데이터의 교점 테스트를 통하여 등고선을 찾는 방법이다. 정해진 높이 평면과 교차하는 지형의 모든 점을 찾아내므로 등고선을 정확히 찾아낸다는 장점이 있다. 본 논문의 결과를 비교 분석함으로서 연구의 정확성을 도모하였다.

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Analysis of applying digital elevation maps in hydrological model (유역 모델링의 활용 가능한 수치표고모델 적용 기법 연구)

  • Choi, Hong-Chan;Jang, Suk-Hwan;Shin, Jea-Whan;Seol, Seong-Hoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2022.05a
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    • pp.321-321
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    • 2022
  • 유역 모델링은 유역에 강우의 유출 과정을 재현할 수 있는 과정이다. 과거 유역 모델링은 1차원 수준에서 유출과정을 모의하는데 그쳤으나, 기술이 발전함에 있어 입력하는 매개변수 수가 증가함에 따라 모의값의 신뢰성이 높아지고 있다. 본 연구에서는 다양한 매개변수 중 공간매개변수로써 널리 활용되고 있는 수치표고모델의 신뢰성과 범용성을 확인하고자 한다. 유역모델링 연구에 있어, 수치표고모델 정확성은 결과값의 신뢰성을 좌우하는 중요한 인자 중 하나이다. 수치표고모델이란 실제 지형이 나타내는 표고 정보를 수치화 하여 격자 안에 담은 형태의 파일로 대표적으로 DEM(Digital Elevation Models)과 DSM(Digital Surface Models)로 나눌 수 있다 DEM의 경우 해당 지형의 고도정보만을 담고있으며, DSM은 지표면 상의 나무, 건물 등 포함한 지표면의 고도를 담고 있다. 현재 NASA에서는 전 지구의 30m격자 크기로 SRTM-DSM을 제공하고 있으며, 우리나라 국토지리정보원에서도 90m 격자크기의 DEM을 제공하고 있다. 본 연구에서는 남한강 유역의 수치표고모델을 세 가지 Case로 나눠서 유출량 변화 검토를 진행하였다. 산지가 많은 남한강 유역의 10개의 소유역을 선정하였고, 다음과 같이 3개의 Case를 적용하였다. Case1, DEM 자료를 입력했을 경우, Case2, DSM 자료를 입력했을 경우, Case3 DSM+DEM 자료를 입력했을 경우, 각 Case에 대해 유출량을 산정하였고, 그 결과값을 분석하였다. 해당 유역에 세 가지 Case 모두 유출량의 변화량의 큰 차이를 보이지 않았으며, 공간매개변수 적용에 있어 타당성을 보였다. 따라서 본 연구는 인공위성을 통해 산출된 수치표고모델의 신뢰성을 확인 하였고, 활용가능성을 검토 하였다. 이에 따라 향후 연구에 수치표고모델 적용에 있어 미계측유역에도 활용가능한 연구로 기여할 수 있을 것으로 판단된다.

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