• 한국대기환경학회지
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• 제19권4호
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• pp.397-414
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• 2003

The performance of one-particle stochastic Lagrangian models for passive tracer dispersion are evaluated against measurements in horizontally-homogeneous neutrally-stratified atmospheric surface layer. State-of-the-technology models as well as classical Langevin models, all in class of well mixed models are numerically implemented for inter-model comparison study. Model results (far-downstream asymptotic behavior and vertical profiles of the time averaged concentrations, concentration fluxes, and concentration fluctuations) are compared with the reported measurements. The results are: 1) the far-downstream asymptotic trends of all models except Reynolds model agree well with Garger and Zhukov's measurements. 2) profiles of the average concentrations and vertical concentration fluxes by all models except Reynolds model show good agreement with Raupach and Legg's experimental data. Reynolds model produces horizontal concentration flux profiles most close to measurements, yet all other models fail severely. 3) With temporally correlated emissions, one-particle models seems to simulate fairly the concentration fluctuations induced by plume meandering, when the statistical random noises are removed from the calculated concentration fluctuations. Analytical expression for the statistical random noise of one-particle model is presented. This study finds no indication that recent models of most delicate theoretical background are superior to the simple Langevin model in accuracy and numerical performance at well.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회 논문집
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• pp.409-413
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• 2005

Even though the relative importance of length scale of flow system allow us to simplify three dimensional flow problem to one or two dimensional representation, many systems still require three dimensional analysis. The objective of this study is to develop an efficient and accurate finite element model for analyzing and predicting three dimensional flow features in natural rivers and to offend to model spreading of pollutants and transport of sediments in the future. Firstly, three dimensional Reynolds averaged Navier-Stokes equations with the hydrostatic pressure assumption in generalized curvilinear coordinates were combined with the kinematic free-surface condition. Secondly. to simulate realistic high Reynolds number flow, the model employed the Streamline Upwind/Petrov-Galerkin(SU/PG) scheme as a weighting function for the finite element method in conjunction with an appropriate turbulence model(Smagorinsky scheme for the horizontal plain and Mellor-Yamada scheme for the vertical direction). Several tests is performed for the purpose of validation and verification of the developed model. A simple rectangular channel, 5-shaped and U-shaped channel are used for tests and comparisons are made with RMA-10 model. Runs for each case is converged stably without a oscillation and calculated water-surface deformation, longitudinal and transversal velocities, and velocity vector fields are in good agreement with the results of RMA-10 model.

• 산업기술연구
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• 제18권
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• pp.7-16
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• 1998

This paper is an experimental study of investigating the reinforcing effect and the behavior of cohesionless slope installed with reticulated root pils. Reduced scale model tests with plane strain conditions were performed to study the behavior of the strip footing located on the surface of cohesionless slopes reinforced with root piles. Model tests were carried out with Jumunjin Standard Sand of 45% relative density prepared by raining method to have an uniform slope foundation during tests. Slope of model foundation was 1 : 1.5 and a rigid model slop. Parametric model tests were performed with changing location of model footing, arrangements of root piles and angles of pile installation. On the other hands, the technique with camera shooting was used to monitor sliding surface formed with discontinuty of dyed sand prepared during formation o foudation. From test results, parameters affecting the behavior of model footing were analyzed qualitatively to evaluate their effects on the characteristic of load - settlement, ultimate bearing capacity of model footing and failure mechanism based on the formation of failure surface.

• Current Optics and Photonics
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• 제7권4호
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• pp.449-456
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• 2023

The localized surface-plasmon resonance has drawn great attention, due to its unique optical properties. In this work a general theoretical description of the dipole mode is proposed, using the forced damped harmonic oscillator model of free charges in an ellipsoid. The restoring force and driving force are derived in the quasistatic approximation under general conditions. In this model, metal is regarded as composed of free charges and bound charges. The bound charges form the dielectric background which has a dielectric function. Those free charges undergo a collective motion in the dielectric background under the driving force. The response of free charges will not be included in the dielectric function like the Drude model. The extinction and scattering cross sections as well as the damping coefficient from our model are verified to be consistent with those based on the Drude model. We introduce size effects and modify the restoring and driving forces by adding the dynamic depolarization factor and the radiation damping term to the depolarization factor. This model provides an intuitive physical picture as well as a simple theoretical description of the dipole mode of the localized surface-plasmon resonance based on free-charge collective motion.

• 지질공학
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• 제27권3호
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• pp.313-322
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• 2017

본 연구의 목적은 지표수-지하수 통합 모델을 통해 모델 영역과 시설농업단지(밀양들)의 지표수/지하수 유동을 모의하고 모델 영역의 물수지 분석을 통해 지하수 함양량을 산정하는 것이다. 지표수 유동 모델 결과에서는 밀양강 상류(북동쪽)에서 하류(남동쪽)로 약 1~5 m의 수심으로 지표수가 유동하고 있으며, 모델지역 상류의 M01 지점에서는 지표수 유량 관측값과 모델값이 일치하고, 모델지역 하류의 M02 지점에서의 지표수 유량은 1% 정도의 차이를 보인다. 지하수 유동 모델에서는 지하수 심도가 하천에서는 표고와 유사하며 산림 지역으로 갈수록 높아지고, 지하수 양수를 고려한 지하수 심도는 모델값이 관측값보다 1.5 m이내의 범위로 높게 나타난다. 지표수-지하수 통합모델에서는 지하수의 함양 면적이 모델 면적의 90% 정도이고, 지하수 함양량은 $1.92{\times}10^5m^3/day$인 것으로 나타난다. 연평균 물수지 분석에서는 단위 면적당 지하수 함양량이 503.9 mm/year로서 연평균 강우량의 39% 정도로 추정된다.

• 한국정보전자통신기술학회논문지
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• 제17권4호
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• pp.205-212
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• 2024

본 연구는 건조부각을 유탕기에 투입하기 전 로봇에 장착된 진공 그리퍼를 활용하여 건조 반제품(건조부각)을 이송하기 위한 선별 작업에서 그리핑 성공률을 향상시기키 위한 수단으로 건조부각의 앞면(고명이 있는)과 뒷면(고명이 없는) 표면을 판별하는 딥러닝 모델을 제안한다. 획득한 건조부각 440개의 RGB 영상을 기반으로 데이터 증강 기법을 적용한 후 건조부각 영역 및 표면 정보 라벨링을 진행하였다. 데이터 전처리 과정을 거친 건조부각 데이터를 기반으로 영역 검출을 위해 딥러닝 모델은 YOLO-v5을 적용하였다. 그 결과 건조부각 앞면 영역 검출의 mAP와 mIoU 값은 각각 0.98와 0.96으로 나타났으며, 뒷면의 경우 각각 1.00과 0.95로 나타났다. 앞면과 뒷면 2개의 클래스에 대하여 이진분류한 결과는 average 98.5%, recall 98.3%, precision 98.6%, F1-score 98.4%로 나타났다. 본 연구 결과를 통하여 RGB 영상을 활용한 건조부각의 표면 정보에 대한 분류가 가능하며, 추후 유탕 전 건조부각 표면 선별공정의 로봇-자동화 시스템 개발에 활용될 가능성을 확인하였다.

• 대한교통학회지
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• 제32권6호
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• pp.686-693
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• 2014

본 연구에서는 도로기상정보체계에서 습득할 수 있는 노면온도자료를 활용하여 신경망 이론을 통해 노면온도를 예측하는 모형을 개발하였다. 이를 위해 수집된 노면온도자료(노면온도, 대기온도, 대기습도)를 가지고 1시간, 2시간, 그리고 3시간 후의 노면온도를 예측할 수 있는 신경망을 설계하였다. 청원-상주간 고속도로를 대상으로 모형을 수행한 결과, 예측치와 관측치에 대한 편차의 표준편차가 1시간 예측인 경우 $0.55^{\circ}C$, 2시간 예측인 경우 $1.27^{\circ}C$, 3시간 예측인 경우 $1.43^{\circ}C$를 나타났다. 또한 예측된 노면온도를 실제 관측한 자료와 비교한 결과 R2 값이 각각 0.985, 0.923, 0.903으로 나타나 모형의 설명력이 높은 것으로 판단된다.

• 한국항공우주학회지
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• 제47권1호
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• pp.66-74
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• 2019

달 표면 전체에 걸쳐 열물성치를 확보하는 대신 단위 면적당 열질량을 이용하여 달 표면온도를 정확히 예측할 수 있는 개선된 집중계(Lumped System Model, LSM) 해석방법을 제시하였다. 최근에 발표된 연구에 기초하여 표토층 최상단의 단위 면적당 열 질량이 균일하다고 가정하고, 하부면 전도열유속 방정식을 이론적인 근거 하에 도입함으로써 DLRE 측정온도와 상당한 정도 잘 일치하는 달 표면의 온도지도를 구하였다. LSM 온도예측은 태양복사가 약한 황혼, 새벽 및 고위도 지역을 제외하면 DLRE 측정과 잘 일치하며, 이러한 지역에서의 온도 불일치는 하부 전도열유속 모델의 한계에 기인한다. 표면 지형과 열물성치가 매우 불균일한 지역에서 나타나는 비정상온도 영역을 제외하고 LSM 분석으로 생성된 달 표면 온도지도는 DLRE 측정 결과와 유사하다.

• 대한치과교정학회지
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• 제42권4호
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• pp.169-181
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• 2012

Objective: The purpose of this study was to develop superimposition method on the lower arch using 3-dimensional (3D) cone beam computed tomography (CBCT) images and orthodontic 3D digital modeling. Methods: Integrated 3D CBCT images were acquired by substituting the dental portion of 3D CBCT images with precise dental images of an orthodontic 3D digital model. Images were acquired before and after treatment. For the superimposition, 2 superimposition methods were designed. Surface superimposition was based on the basal bone structure of the mandible by surface-to-surface matching (best-fit method). Plane superimposition was based on anatomical structures (mental and lingual foramen). For the evaluation, 10 landmarks including teeth and anatomic structures were assigned, and 30 times of superimpositions and measurements were performed to determine the more reproducible and reliable method. Results: All landmarks demonstrated that the surface superimposition method produced relatively more consistent coordinate values. The mean distances of measured landmarks values from the means were statistically significantly lower with the surface superimpositions method. Conclusions: Between the 2 superimposition methods designed for the evaluation of 3D changes in the lower arch, surface superimposition was the simpler, more reproducible, reliable method.

• Journal of Advanced Research in Ocean Engineering
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• 제2권2호
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• pp.48-60
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• 2016

Accurate simulation of free-surface wave flows around a ship is very important for better hull-form design. In this paper, a computational fluid dynamics (CFD) code which is based on the open source libraries, OpenFOAM, was developed to predict the wave patterns around a ship. Additional anti-diffusion source term for minimizing a numerical diffusion, which was caused by convection differencing scheme, was considered in the volume-fraction transport equation. The influence of the anti-diffusion source term was tested by applying it to free-surface wave flow around the Wigley and KCS model ships. In results, the wave patterns and hull wave profiles of the Wigley and KCS model ships for various anti-diffusion coefficients showed quite close patterns. While, the band width of the water volume-fraction values between 0.1 to 0.9 at the Wigley and KCS model hull surfaces was narrowed by considering the anti-diffusion term. From the results, anti-diffusion source term decreased free-surface smearing.