• Title/Summary/Keyword: 2차원 Monte Carlo 모의

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Monte Carlo Study of Hot-Electron Transport in AlInAs/GaInAs Modulation-Doped Structure (Monte Carlo 모의실험에 의한 AlInAs/GaInAs 변조 도핑 구조에서의 Hot-Electron Transport에 관한 연구)

  • Kim, Choong-Won;Park, Seong-Ho;Kim, Koung-Suk;Han, Baik-Hyung
    • Journal of the Korean Institute of Telematics and Electronics
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    • v.27 no.3
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    • pp.79-85
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    • 1990
  • Monte Carlo simulation of hot-electron transport in $Al_{0.48}In_{0.52}As/Ga_{0.47}In_{0.53}$ As modulation-doped structure has been performed in which the nonparabolicity in $\Gamma$ valley is taken into account. The calculated results show that the inclusion of the nonparabolicty effect results in a huge decrease in drift velocity.

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Application of A Discrete Fracture Flow and Mass Transport Simulation Technique Assessing Tightness Criteria for Underground LPG Storage Cavern (지하 LPG 저장공동의 기밀성평가를 위한 분리열극개념의 지하수유동 및 용질이동 모형 모의기법 적용)

  • 한일영;조성만;정광필
    • The Journal of Engineering Geology
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    • v.5 no.2
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    • pp.155-165
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    • 1995
  • Fluid flow studies of fractured rocks require three-dimensional modeling of the fracture system. The stochastic discrete fracture models constructed by Monte Carlo simulation technique were applied to the analysis of groundwater flow and mass transport in fractured rock for the assessment of tightness criteria of underground LPG storage cavern. The parameters that most affect the conceptual discrete fracture modeling proved either fracture orientation or size and on the fract'lre flow interpretation proved conductive fracture intensity. The fracture transmissivity played important role in solute transport in fractured rock simulated by particle tracking approach. It was partly recognized that the calibrated stochastic discrete fracture model can be used for the tightness criteria of underground LPG storage cavern.

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Development of Distributed Rainfall-Runoff Model by Using GIS and Uncertainty Analysis (I) - Theory and Development of Model - (GIS와 불확실도 해석기법을 이용한 분포형 강우 - 유출 모형의 개발 (I) - 이론 및 모형의 개발 -)

  • Choi, Hyun-Sang;Han, Kun-Yeun
    • Journal of Korea Water Resources Association
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    • v.37 no.4
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    • pp.329-339
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    • 2004
  • The main objective of this study is to develop a GIS-based two-dimensional model for the simulation of rainfall-runoff process and overland flow of a watershed. The tasks of this study are summarized: to develop a two-dimensional model for overland flow and to construct a rainfall-runoff simulation system linked with GIS. The mathematical formulation of the model incorporates four parts: spatially varied rainfall, spatially distributed infiltration, 1-directional, 4-directional and 8-directional overland flow routing scheme, and one-dimensional channel routing scheme. For the development of stochastic model, Monte Carlo simulation method has been directly integrated into the model. GIS using Arc/Info and ArcView has been applied to prepare the model input data(elevation, soil type, rainfall data, etc.) for a simulation and to demonstrate the simulation results.

Simulation of Interlinkage of Grain Boundary Gas Bubbles to Free Surfaces by the Monte Carlo Technique (몬테 카를로 기법을 이용한 결정립계 기포의 자유 공간으로의 연결 모사)

  • Koo, Yang-Hyun;Park, Heui-Joo;Sohn, Dong-Seong;Yoon, Young-Ku
    • Nuclear Engineering and Technology
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    • v.26 no.3
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    • pp.374-380
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    • 1994
  • A method to simulate the extent of interlinkage of grain boundary gas bubbles to the free surfaces of fuel pellet was developed. With the shape of UO$_2$gain treated as tetrakaidecahedron (TKD)), the interlinked fraction of fission gas bubbles to free surfaces at grain comers was calculated as a function of the radius of grain corner bubbles by the Monte Carlo technique. In spite of two dimensional analysis, the present method shooed reasonable agreement between predicted and measured fuel swelling at the moment that complete bubble interlinkage was achieved. However, for more realistic simulation of interlinkage, grain comer bubbles should be treated three dimensionally.

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Development of Distributed Rainfall -Runoff Model by Using GIS and Uncertainty Analysis (II) - Application and Analysis - (GIS와 불확실도 해석기법을 이용한 분포형 강우 -유출 모형의 개발 (II) - 적용 및 분석 -)

  • Choi, Hyun-Sang;Han, Kun-Yeun
    • Journal of Korea Water Resources Association
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    • v.37 no.4
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    • pp.341-352
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    • 2004
  • In this study(II), the model developed in the previous study(I) has been tested on two cases of constant-slope areas to verify the model applicability. Firstly, an impervious one-dimensional runoff problem has been simulated. Secondly, an impervious two-dimensional runoff problem at a converging plain which consists of a V-shaped section plus a portion of the surface of a cone has been simulated. For each case, the simulation results have good agreements with the observed data. And the model has been applied to actual watersheds, which were the Sulma watershed with 8$\textrm{km}^2$ and the Donggok watershed with 33.2$\textrm{km}^2$, drainage area, respectively. The simulated results agree with observed in terms of discharges at several stations. Monte Carlo simulation was also performed on the same watersheds and the modeling results have been evaluated. The suggested model can be used for real-time forecasting of rainfall-runoff analysis, and will contribute for basinwide flood control in the future.

A Monte Carlo Simulation and 1D Hydraulic Model-Based Approach for Estimating River Discharge at the Confluence using Artificial Multi-Segmented Rating Curves (K-RIVER와 Monte Carlo 방법을 이용한 홍수기 간접유량 추정 기법)

  • 강한솔;김연수;노준우;허영택;변지선;안현욱
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.483-483
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    • 2023
  • 2020년 8월 섬진강 유역에서 100년 빈도 이상의 대홍수가 발생함에 따라 제방이 붕괴되거나 하천 범람이 발생하는 피해가 발생하였다. 8월 홍수를 대상으로 섬진강 본류 남원(신덕리) 수위국에서 기존의 수위-유량 관계 곡선식(이하 Rating curve)의 최대 적용 가능 수위는 2.53m 이지만, 해당 기간 첨두 수위는 10m 이상을 기록하였다. 이러한 대홍수의 경우 기왕의 관측데이터가 없을 뿐만 아니라 기존의 Rating curve를 외삽하여 활용하는 것에도 한계가 있어 간접적으로 유량을 산정할 수 있는 기법이 필요하다. 본 연구에서는 이와 같이 유량측정이 어려운 지점을 대상으로 주어진 유량에 대하여 수위를 재현할 수 있는 K-water에서 개발된 K-River모형(1차원 하천수리해석모형)과 Monte Carlo 시뮬레이션 기법을 활용하여 간접적으로 유량을 산정할 수 있는 기법을 개발하였다. 개발된 방법론은 고수위 구간에 대한 Rating curve의 불확실성으로 인하여 본류와 지류의 유입량 추정이 어려웠던 섬진강 요천 합류부에 적용하였다. 대상구간은 본류(섬진강) 26km 및 지류(요천) 15km로 구성되어 있으며, 본류와 지류의 상류인 수위국 남원(신덕리) 관측소와 남원(동림교) 관측소에는 각각 기존의 Rating curve가 존재한다. 불확실성이 높은 Rating curve의 고수위 구간에 대한 매개변수를 조정하여 다수의 Rating curve를 생성하고, 이를 기반으로 관측수위를 다수의 상류 시계열 유량자료(경계조건)로 환산하였다. 다음으로 이 유량자료를 기반으로 앙상블 모의를 수행 후 대상구간의 중간지점에 위치한 수위국(고달(고달교) 관측소, 송동(요천대교) 관측소, 곡성(금곡교) 관측소)에서 수위재현성(NSE, RSR등 활용)을 평가하여 최적 샘플 추출을 추출하였다. 추출된 샘플로부터 상류 경계지점의 적정 Rating curve 선정과 각 지점에서의 시계열 수위 및 유량을 역으로 추정하였다. 이를 통해 실제 유량측정결과 없이도 간접적으로 신뢰도 높은 유량 자료를 확보할 수 있음을 확인할 수 있었으며, 향후 수자원의 효율적 관리 및 홍수관리를 위하여 효율적으로 활용이 가능할 것으로 생각된다.

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Analysis of Error Tolerance in Sonar Array by the Genetic Algorithm (유전자 알고리즘에 의한 소나 배열 소자의 허용오차 분석)

  • 양수화;김형동
    • The Journal of the Acoustical Society of Korea
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    • v.22 no.6
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    • pp.496-504
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    • 2003
  • In this paper, the error tolerance of each array element to ensure a given specified error level for the array pattern is analyzed using the Genetic Algorithm. In the conventional deterministic method for synthesis of sonar way problems the computational resource required in the simulation grows rapidly as the number of way elements increases. To alleviate this numerical inefficiency, the Monte-Carlo method may be considered as an alternative technique for array syntheses. However, it is difficult to apply the method to the synthesis of array patterns because of its relatively lower accuracy in spite of moderate computational complexity. A new analysis method for estimating error tolerances in sonar arrays is Proposed since the Genetic Algorithm has significant promise to efficiently solve way synthesis problems. Through several numerical tests in linear and planar arrays, it is demonstrated that the proposed method can provide accurate results for error tolerances of sonar arrays.

Systematic Error Correction of Sea Surveillance Radar using AtoN Information (항로표지 정보를 이용한 해상감시레이더의 시스템 오차 보정)

  • Kim, Byung-Doo;Kim, Do-Hyeung;Lee, Byung-Gil
    • Journal of Navigation and Port Research
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    • v.37 no.5
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    • pp.447-452
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    • 2013
  • Vessel traffic system uses multiple sea surveillance radars as a primary sensor to obtain maritime traffic information like as ship's position, speed, course. The systematic errors such as the range bias and the azimuth bias of the two-dimensional radar system can significantly degrade the accuracy of the radar image and target tracking information. Therefore, the systematic errors of the radar system should be corrected precisely in order to provide the accurate target information in the vessel traffic system. In this paper, it is proposed that the method compensates the range bias and the azimuth bias using AtoN information installed at VTS coverage. The radar measurement residual error model is derived from the standard error model of two-dimensional radar measurements and the position information of AtoN, and then the linear Kalman filter is designed for estimation of the systematic errors of the radar system. The proposed method is validated via Monte-Carlo runs. Also, the convergence characteristics of the designed filter and the accuracy of the systematic error estimates according to the number of AtoN information are analyzed.

Evaluation of Image Qualities for a Digital X-ray Imaging System Based on Gd$_2$O$_2$S(Tb) Scintillator and Photosensor Array by Using a Monte Carlo Imaging Simulation Code (몬테카를로 영상모의실험 코드를 이용한 Gd$_2$O$_2$S(Tb) 섬광체 및 광센서 어레이 기반 디지털 X-선 영상시스템의 화질평가)

  • Jung, Man-Hee;Jung, In-Bum;Park, Ju-Hee;Oh, Ji-Eun;Cho, Hyo-Sung;Han, Bong-Soo;Kim, Sin;Lee, Bong-Soo;Kim, Ho-Kyung
    • Journal of Biomedical Engineering Research
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    • v.25 no.4
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    • pp.253-259
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    • 2004
  • in this study, we developed a Monte Carlo imaging simulation code written by the visual C$\^$++/ programing language for design optimization of a digital X-ray imaging system. As a digital X-ray imaging system, we considered a Gd$_2$O$_2$S(Tb) scintillator and a photosensor array, and included a 2D parallel grid to simulate general test renditions. The interactions between X-ray beams and the system structure, the behavior of lights generated in the scintillator, and their collection in the photosensor array were simulated by using the Monte Carlo method. The scintillator thickness and the photosensor array pitch were assumed to 66$\mu\textrm{m}$ and 48$\mu\textrm{m}$, respertively, and the pixel format was set to 256 x 256. Using the code, we obtained X-ray images under various simulation conditions, and evaluated their image qualities through the calculations of SNR (signal-to-noise ratio), MTF (modulation transfer function), NPS (noise power spectrum), DQE (detective quantum efficiency). The image simulation code developed in this study can be applied effectively for a variety of digital X-ray imaging systems for their design optimization on various design parameters.

Seismic Fragility Analysis of Curved Beam with I-Shape Section (I-Shape 단면을 갖는 곡선 보의 지진 취약도 분석)

  • Jeon, Juntai;Ju, Bu-Seog;Son, Hoyoung
    • Journal of the Society of Disaster Information
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    • v.14 no.3
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    • pp.379-386
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    • 2018
  • Purpose: This study was to the fragility evaluation of I-shape curved beam structure subjected to strong ground motions including Gyeongju and Pohang earthquakes Method: In particular, to conduct the analytical model, ABAQUS and ANSYS platform was used in this study. Furthermore, the analytical model using 3D Finite Element Model (FEM) was validated, in comparison to the theoretical solutions at the location of 025L, 05L, and 0.75L in static loading condition. In addition, in order to evaluate the seismic fragility of the curved beam structure, 20 seismic ground motions were selected and Monte-Carlo Simulation was used for the empirical fragility evaluation from 0.2g to 1.5g. Result: It was interesting to find that the probability of the system failure was found at 0.2g, as using 190 MPa limit state and the probability of the failure using 390 MPa limit state was starting from 0.6g. Conclusion: This study showed the comparison of the theoretical solution with analytical solution on I-shaped curved beam structures and it was interesting to note that the system subjected to strong ground motions was sensitive to high frequency earthquake. Further, the seismic fragility corresponding to the curved beam shapes must be evaluated.