• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2003년도 The Fifth Asian Computational Fluid Dynamics Conference
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• pp.13-14
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• 2003

Two different ${\kappa}-{\varepsilon}-\overline{{\nu}{\nu}}-f$ turbulence models together with the two-layer model are evaluated for natural convection in a rectangular cavity. The numerical problem and accuracy of the turbulence models are discussed. The original $\overline{{\nu}{\nu}}-f$ model suffers from the numerical stiffness problem when used with the segregate solution procedure like the SIMPLE algorithm, and a remedy for this problem is proposed. It is shown that original $\overline{{\nu}{\nu}}-f$ model best predicts the mean velocity, Reynolds stresses and the turbulent heat flux while the modified $\overline{{\nu}{\nu}}-f$ model (N=6) overpredicts the turbulent quantities.

• 정보처리학회논문지C
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• 제8C권1호
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• pp.97-104
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• 2001

본 논문에서는 무선망에서 채널할당을 받은 호가 무선 패킷 데이터를 서비스하는 경우의 성능분석 수행을 위한 계층 모델을 제안한다. 제안된 계층 모델로는 상위계층으로 무선자원 관리를 위한 채널할당 모델을, 하위계층으로 에러발생을 고려한 패킷 재전송 프로토콜 모델을 고려하였으며 이들 모델은 모델링 도구인 SRN을 이용하여 각각 개발한다. 추계적 페트리 네트의 확장형인 SRN은 시스템 성능분석을 위한 간결한 모델링 기능을 제공해 주며 모델에 적절한 보상률(reward) 기능을 부여함으로써 원하는 성능지표를 구할 수 있다. 이들 두 계층간의 상호 연관된 매개변수의 값인 서비스 시간과 패킷 발생률은 고정점 반복순환(fixed-point iteration) 기법을 사용하여 구한다. 즉 상위계층의 호 서비스 시간은 한 호당 K개의 패킷전송을 완료할때 까지 소요되는 시간인 하위계층 모델의 지연시간으로 구할 수 있고, 하위계층 모델의 패킷 발사율은 상위계층의 새로운 호와 핸드오프 호의 발생률로부터 구할 수 있다.

• 한국지반공학회지:지반
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• 제9권4호
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• pp.37-44
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• 1993

실내 모형실험을 통하여 모형말뚝 한계깊이의 확인과 기존 선단지지력의 이론식들을 실내모형실험의 선단지지력 실측치와 비교하여 그 차이를 분석하였으며, 말뚝의 직경차이에서 유발되는 지지력의 차이를 비교하고자 실내 모형실험을 실시하였다. 모형지반을 균질한 모래로 조성한 경우와 국내의 현장조건에 가깝게 모형지반을 조성한 모래/풍화토층 경우로 나누어 모형실험을 실시하여 치수효과를 비교하였다. 실험결과, 모형말뚝의 선단지지력은 모래지반의 경우 응력수 준이 높을 때 한계관입깊이 효과를 나타냈으며, 모래1풍화토층의 경우 한계관입깊이를 확연히 확인할 수는 없었으나 그 경향을 보임을 알 수 있었다. 정적지지력 공식으로부터 얻어진 계산치 들은 모형실험에 의한 실측치부다 훨씬 큰 값으로 과대평가 하는 경향이 있었다. 직경크기에 따른 지지력의 차이인 치수효과는 모래지반의 경우 확인할 수 있었으나. 모래/풍화토층 지반의 경 추에는 오히려 큰 직경의 말뚝이 작은 직경의 말뚝보다 크게 나타나는 경향을 얻었다.

• 충청수학회지
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• 제5권1호
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• pp.151-157
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• 1992

The objective of this paper is to study two dimensional waves on the interface between two immiscible, invicid and incompressible fluid bounded by two rigid varing boundaries when gravity and surface tension appear. By using unfied asymptotic method, a K-dV equation with higher order terms from which many model equations for the fluid domain can be obtained, is derived.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2004년도 총회 및 춘계학술발표회
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• pp.341-345
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• 2004

An attempt has been made in this study to evaluate an applicability of Relative Effective Porosity Model (REPM) as a method for estimating saturated hydraulic conductivity (K$_{s}$) for homogeneous coarse, medium, and fine sands. The saturated hydraulic conductivities obtained from REPM are converted into average linear velocities using Darcy's Law and compared with the results from experimental tracer tests for homogeneous coarse, medium, and fine sand layer. Two types of tracer tests analyses, analytical solution using CXTFIT and moment methods, are performed to obtain reasonable linear velocity range for each layer. For the coarse and medium sands, the converted average linear velocity from REPM is in the velocity range obtained from tracer tests. However, small difference between the results from REPM and tracer tests is found for the fine sands. These results show that REPM gives reasonable estimates of saturated hydraulic conductivity.y.

• 대기
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• 제14권3호
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• pp.29-40
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• 2004

It is well known that convections and fronts are the most effective weather systems for the vertical transport of pollutants. I used a two dimensional front model in order to investigate the mechanism of the vertical transport of atmospheric pollutants between planetary boundary layer(PBL) and free atmosphere by fronts. The main dynamic processes which contribute the vertical transport of pollutants are advection and diffusion. The transported amount of pollutant from the boundary layer to the free atmosphere increases dramatically during the developing stage of the front. 46% of pollutants are transported vertically within 12 hour and 54% are transported within 24 hour. In the meantime, compared to the total amount of pollutants transported by both advection and diffusion, about 25% (30%) less pollutants are transported when only advection (diffusion) process in included in the model. The most important mechanism for the vertical transport is vertical advection, while the vertical diffusion process plays an important role in the redistribution of pollutants in the PBL.

• 한국초전도저온공학회:학술대회논문집
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• 한국초전도저온공학회 2003년도 학술대회 논문집
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• pp.47-50
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• 2003

In order to verify the extended theory, we have fabricated a two layers cable with the same twisting layer pitch. It was observed that almost all the operational current less than the critical current flowed on the outer layer because of its lower inductance. In case of operational current more than critical currents of layers, the flux flow resistances affect strongly current waveform and thereby the currents of layers were determined by the flux flow resistances. And we investigated withstand voltage, impulse voltage and breakdown characteristics of mini-model cable. In these test, the withstand voltage and impulse voltage test was satisfied and the breakdown voltage was 110kV.

• International Journal of Fluid Machinery and Systems
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• 제3권4호
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• pp.369-378
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• 2010

The creation of the hydraulic turbine flow factor map will undoubtedly benefit its design by decreasing both the design cycle time and product cost. In this paper, the geometry and flow variables, which effectively affect the flow factor, are proposed, analyzed and determined. These flow variables are further used to create the operating condition maps by using different model approaches categorized into Response Surface Method (RSM) and Artificial Neural Network (ANN). The accuracies of models created by different approaches are compared and the performances of model approaches are analyzed. The influences of chosen variables and the combination of Principle Component Analysis (PCA) and model approaches are also studied. The comparison results between predicted and actual flow factors suggest that two-hidden-layer Feed-forward Neural Network (FFNN), and one.hidden-layer FFNN with PCA has the best performance on forming this mapping, and are accurate sufficiently for hydraulic turbine design.

• Bulletin of the Korean Chemical Society
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• 제10권6호
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• pp.585-591
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• 1989

The effects of the charged metal on the overall electrostatic potential profiles and the capacitances of the electrical double layer are brought out. A model with a simplified jellium and a point-charged electrolyte is utilized in the present calculations. Electrons are assumed not to penetrate electrode surface due to a strong screening of electrolyte at the interface. Electron density functions and ion density functions are obtained, which are also based upon the Poisson equation and Boltzmann equation on either side of the interface. A complete potential profile starting from bulk electrode and ending at bulk electrolyte is obtained by connecting the two potential profiles (one inside the metal electrode, the other inside the electrolyte) with proper boundary conditions. In spite of the simplicity of the model, the present model reveals the importance of the effect of the charged metal on the electrostatic potential profile and the electrical double layer capacitances. The results are discussed and compared with the predictions by Gouy Chapman theory.

• Advances in materials Research
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• 제11권1호
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• pp.41-57
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• 2022

This paper is focused on delamination analysis of a multilayered inhomogeneous viscoelastic beam subjected to linear creep under constant applied stress. The viscoelastic model that is used to treat the creep consists of consecutively connected units. Each unit consists of one spring and two dashpots. The number of units in the model is arbitrary. The modulus of elasticity of the spring in each unit changes with time. Besides, the modulii of elasticity and the coefficients of viscosity change continuously along the thickness, width and length in each layer since the material is continuously inhomogeneous in each layer of the beam. A time-dependent solution to the strain energy release rate for the delamination is derived. A time-dependent solution to the J-integral is derived too. A parametric analysis of the strain energy release rate is carried-out by applying the solution derived. The influence of various factors such as creep, material inhomogeneity, the change of the modulii of elasticity with time and the number of units in the viscoelastic model on the strain energy release rate are clarified.