• 제목/요약/키워드: DEM Simulation

검색결과 272건 처리시간 0.03초

Numerical Analysis on Deformation of Submerged Structures using 2-Dimensional VOF-DEM Model

  • Kim, Mi-Kum;Kim, Chang-Je
    • 한국항해항만학회지
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    • 제31권9호
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    • pp.785-791
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    • 2007
  • In this paper we proposed a model that the deformation of the submerged rubble mound breakwaters composed with materials of various size, induced by wave action, can be computed. The water particle kinematics by waves in porous mound structure are computed by CADMAS-SURF, then the deformation of structure is computed using DEM module. To investigate the interaction of wave and sectional deformation of structures, analysis is accomplished by two steps. Analysis at the first step is executed with incipient mound. And analysis at the second step is executed with deformed mound by wave action. Furthermore, behaviors of materials are influenced by various properties such as the contact stiffness and the friction angle. Therefore, in order to present the behavior of the element caused by various properties, computations are accomplished with random coefficients by using the Monte Carlo simulation.

CFD-DEM modeling of snowdrifts on stepped flat roofs

  • Zhao, Lei;Yu, Zhixiang;Zhu, Fu;Qi, Xin;Zhao, Shichun
    • Wind and Structures
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    • 제23권6호
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    • pp.523-542
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    • 2016
  • Snowdrift formation on roofs should be considered in snowy and windy areas to ensure the safety of buildings. Presently, the prediction of snowdrifts on roofs relies heavily on field measurements, wind tunnel tests and numerical simulations. In this paper, a new snowdrift modeling method by using CFD (Computational Fluid Dynamics) coupled with DEM (Discrete Element Method) is presented, including material parameters and particle size, collision parameters, particle numbers and input modes, boundary conditions of CFD, simulation time and inlet velocity, and coupling calculation process. Not only is the two-way coupling between wind and snow particles which includes the transient changes in snow surface topography, but also the cohesion and collision between snow particles are taken into account. The numerical method is applied to simulate the snowdrift on a typical stepped flat roof. The feasibility of using coupled CFD with DEM to study snowdrift is verified by comparing the simulation results with field measurement results on the snow depth distribution of the lower roof.

Cellular Automata를 이용한 용암류 모의 프로그램의 구현 (Implementation of Lava Flow Simulation Program Using Cellular Automata)

  • 이충환;홍동진;차의영;윤성효
    • 암석학회지
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    • 제26권1호
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    • pp.93-98
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    • 2017
  • 본 논문에서는 화산 분화 시 분출되는 용암류의 피복 범위와 용암류의 두께를 모의하기 위한 용암류 시뮬레이션 프로그램을 구현한다. 지도 정보를 DEM과 같이 일정한 면적마다 관측된 값을 가진 '셀'로 나타내고 셀룰러 오토마타 모델을 적용한 용암류 모의 알고리즘을 수행하여 용암류의 흐름에 대해서 모의한다. 용암류의 정량적인 데이터를 얻기 위해 용암류의 유체 특성을 빙햄 소성유체(Bingham plastic fluid)로 정의하고, 유도된 식을 셀룰러 오토마타의 규칙에 사용한다. 프로그램에 대한 검증을 위해 USGS에서 제공하는 30m 해상도 DEM을 이용하였으며, Hawaii의 푸우오오 분화구(Pu'u'O'o crater) 지역에서 2016년 5월 24일에 발생한 용암류에 대해 실제로 용암류가 흐른 흔적과 시뮬레이션의 모의 결과를 비교하였다.

DEM을 이용한 입자 혼합 시뮬레이션과 혼합지수들의 성능 비교 (Particle-Mixing Simulations Using DEM and Comparison of the Performance of Mixing Indices)

  • 조미경
    • 대한기계학회논문집B
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    • 제41권2호
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    • pp.145-152
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    • 2017
  • 식품, 약학 분야 등 많은 산업 분야에서 다른 특징을 가지는 분자 알갱이들을 잘 혼합하는 것은 중요한 작업이다. 컴퓨터 시뮬레이션의 발달로 적정 수준의 혼합 상태를 얻기 위해 먼저 시뮬레이션을 통한 최적의 혼합 조건들을 찾는 작업이 보편화되고 있다. 이에 따라 시뮬레이션 과정에서 혼합 상태를 측정할 수 있는 혼합 지수에 대한 필요성이 증가하고 있다. 현재까지 많이 사용되는 혼합 지수는 두 가지 종류로 분류되는데 첫째는 샘플링을 통한 통계적 기반의 방법이고 두 번째는 전체 입자들을 모두 사용하여 혼합 지수를 계산하는 방법이다. 본 논문에서는 DEM 시뮬레이션으로 입자들을 혼합하는 과정에서 획득한 데이터에 대해 다양한 혼합 지수들을 계산하여 각 혼합 지수들의 성능과 장단점을 비교 분석하였다. 이로써 적절한 혼합지수를 선택하여 사용할 수 있는 실험적 정보를 제시하고자 한다.

저해상도 DEM 사용으로 인한 SWAT 지형 인자 추출 오류 개선 모듈 개발 및 평가 (Development and Evaluation of SWAT Topographic Feature Extraction Error(STOPFEE) Fix Module from Low Resolution DEM)

  • 김종건;박윤식;김남원;정일문;장원석;박준호;문종필;임경재
    • 한국물환경학회지
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    • 제24권4호
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    • pp.488-498
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    • 2008
  • Soil and Water Assessment Tool (SWAT) model have been widely used in simulating hydrology and water quality analysis at watershed scale. The SWAT model extracts topographic feature using the Digital Elevation Model (DEM) for hydrology and pollutant generation and transportation within watershed. Use of various DEM cell size in the SWAT leads to different results in extracting topographic feature for each subwatershed. So, it is recommended that model users use very detailed spatial resolution DEM for accurate hydrology analysis and water quality simulation. However, use of high resolution DEM is sometimes difficult to obtain and not efficient because of computer processing capacity and model execution time. Thus, the SWAT Topographic Feature Extraction Error (STOPFEE) Fix module, which can extract topographic feature of high resolution DEM from low resolution and updates SWAT topographic feature automatically, was developed and evaluated in this study. The analysis of average slope vs. DEM cell size revealed that average slope of watershed increases with decrease in DEM cell size, finer resolution of DEM. This falsification of topographic feature with low resolution DEM affects soil erosion and sediment behaviors in the watershed. The annual average sediment for Soyanggang-dam watershed with DEM cell size of 20 m was compared with DEM cell size of 100 m. There was 83.8% difference in simulated sediment without STOPFEE module and 4.4% difference with STOPFEE module applied although the same model input data were used in SWAT run. For Imha-dam watershed, there was 43.4% differences without STOPFEE module and 0.3% difference with STOPFEE module. Thus, the STOPFEE topographic database for Soyanggang-dam watershed was applied for Chungju-dam watershed because its topographic features are similar to Soyanggang-dam watershed. Without the STOPFEE module, there was 98.7% difference in simulated sediment for Chungju-dam watershed for DEM cell size of both 20 m and 100 m. However there was 20.7% difference in simulated sediment with STOPFEE topographic database for Soyanggang-dam watershed. The application results of STOPFEE for three watersheds showed that the STOPFEE module developed in this study is an effective tool to extract topographic feature of high resolution DEM from low resolution DEM. With the STOPFEE module, low-capacity computer can be also used for accurate hydrology and sediment modeling for bigger size watershed with the SWAT. It is deemed that the STOPFEE module database needs to be extended for various watersheds in Korea for wide application and accurate SWAT runs with lower resolution DEM.

Baseline Refinement for Topographic Phase Estimation using External DEM

  • Lee, Chang-Won;Moon, Wooil-M.
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2002년도 Proceedings of International Symposium on Remote Sensing
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    • pp.460-464
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    • 2002
  • Multitemporal interferometric SAR has became an useful geodetic tool for monitoring Earth's surface deformation, generation of precise DEM, and land cover classification even though there still exist certain constraints such as temporal and spatial decorrelation effects, atmospheric artifacts and inaccurate orbit information. The Korea where nearly all areas are heavily vegetated, JERS-1 SAR has advantages in monitoring surface deformations and environmental changes in that it uses 4-times longer wavelength than ERS-l/2 or RADARSAT SAR system. For generating differential SAR interferogram and differential coherence image fer deformation mapping and temporal change detection, respectively, topographic phase removal process is required utilizing a reference inteferogram or external DEM simulation. Because the SAR antenna baseline parameter for JERS-1 is less accurate than those of ERS-l/2, one can not estimate topographic phases from an external DEM and the residual phase appears in differential interferogram. In this paper, we examined topographic phase retrieval method utilizing an external DEM. The baseline refinement is carried out by minimizing the differences between the measured unwrapped phase and the reference points of the DEM.

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DEM을 이용한 아스팔트 혼합물의 열전도 예측 (Heat Transfer Analysis of Cylindrical Asphalt Specimen using DEM)

  • 윤태영
    • 한국도로학회논문집
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    • 제19권4호
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    • pp.37-44
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    • 2017
  • PURPOSES : Conductive and convective heat transfer simulations for an asphalt mixture were made by using discrete element method (DEM) and similarity principle. METHODS : In this research, virtual specimens composed of discrete element method particles were generated according to four different predetermined particle size distribution curves. Temperature variations of the four different particles for a given condition were estimated and were compared with measurements and analytical solutions. RESULTS : The virtual specimen with mixed particles and with the smallest particle show very good agreement with laboratory test results and analytical solutions. As particle size decreases, better heat transfer simulation can be performed due to smaller void ratio and more contact points and areas. In addition, by utilizing the similarity principle of thermal properties and corresponding time unit, analytical time can be drastically reduced. CONCLUSIONS : It is concluded that the DEM asphalt mixture specimens with similarity principle could be used to predict the temperature variation for a given condition. It is observed that the void ratio has critical effect on prediction of temperature variation. Comparing the prediction for a 4 mm particle specimen with a mixed particle specimen, it is also concluded that predicting the mixed particle specimen temperature is much more efficient considering the number of particles that are directly associated with computational time in DEM analysis.

GIS 기반의 토석류 시뮬레이션 프로그램 개발 (Development of GIS-based Debris Flow Simulation Program)

  • 위광재;이영균;이동하;서용철
    • 한국방재학회 논문집
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    • 제10권1호
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    • pp.49-55
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    • 2010
  • 본 연구에서는 토석류를 비압축성의 불안정한 유체로 가정하여 토석류의 피해범위를 시뮬레이션하는 GIS 기반의 프로그램의 개발에 대해 다루고 있다. 개발된 Debris Flow Analyzer 프로그램은 입력된 DEM을 완만하게 재정리한 후, 대상지역에 대한 경사, 토석류 이동 방향, 계곡을 추출한 결과와 토석 부피, 물 부피, 속도, 유효 점도, 동적 마찰계수를 취합하여 유한차분법을 적용하여 시간에 따른 토석류 이동 형태를 시뮬레이션하게 된다. 또한 이러한 시뮬레이션 결과를 Google Earth에 표현하여 토석류 재해지도의 활용성을 개선하고자 하였다.

홍수범람해석을 위한 하천지형 구축기법에 관한 연구 (A Study on Construction Techniques of River Topography for Flood Inundation Analysis)

  • 이정식;문창건;김석동;조성근;신사철
    • 한국지반환경공학회 논문집
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    • 제13권5호
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    • pp.59-68
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    • 2012
  • 본 연구의 목적은 홍수범람해석을 위한 하천지형 구축기법을 연구하는 것이다. 청도천을 대상으로 1:5,000수치지형도와 WMS를 통해 무료로 제공되는 DEM인 ASTER과 SRTM를 이용하여 하천지형을 구축하였으며, 범람해석에는 HEC-RAS 및 HEC-GeoRSA를 적용하였다. 빈도별 기법에 따른 홍수범람해석을 모의하였으며, 1:5,000수치지형도를 기준으로 홍수심과 홍수면적을 비교하였다. 중규모 이하 자연유역을 대상으로 기법별로 구축된 하천지형은 큰 차이가 없었으며, 범람해석시 ASTER DEM을 이용한 해석결과는 침수면적의 경우 산간지역의 경우 다소 크게 산정되었다. SRTM DEM의 경우에는 타기법에 비하여 적절한 홍수 범람해석 결과가 산정되어 향후 실무에서 활용이 가능할 것으로 기대된다.

수문인자추출에서의 SRTM DEM (Shuttle Radar Topography Mission Digital Elevation Model) 적용성 평가: 대동강 및 금강 지역 사례연구 (Evaluating Applicability of SRTM DEM (Shuttle Radar Topography Mission Digital Elevation Model) in Hydrologic Analysis: A Case Study of Geum River and Daedong River Areas)

  • 허용구;유승환
    • 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.