• Journal of Soil and Groundwater Environment
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• v.6 no.2
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• pp.69-81
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• 2001

The constitutive relation among capillary pressure, saturation and relative permeability should be predetermined in order to simulate immiscible water-gas flow in porous media. The relation between saturation and relative permeability becomes more important when the capillary force can be disregarded and viscous friction force governs the flow. In this study, a 2-dimensional finite difference numerical model was developed, in which the variation of viscosity with pressure and that of relative permeability with water saturation can be treated. Seven cases of parallel plate tests were performed in order to obtain the characteristic equation of relative permeability which would be used in. the developed numerical model. It was not possible, however, to match the curves of relative permeability from the plate tests with the existing emperical models. Consequently a logistic equation was proposed as a new emperical model. As this model was composed of the parameter involving aperture size, any aperture size of fracture can be applied to the model. For the purpose of verification, the characteristic equation of relative permeability was applied to the developed numerical model and the computed results were compared with those of plate test. As a result of application of numerical model, in order to check the field applicability, to single fracture surrounding an underground storage cavern, the simultaneous flow of water and propane gas was able to be simulated properly by the model.

• Journal of Korea Water Resources Association
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• v.34 no.5
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• pp.439-448
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• 2001

A two-dimensional finite difference numerical model was developed in order to simulate two-phase fluid flow in a single fracture. In the model, variation of viscosity with pressure and that of relative permeability with water saturation can be treated. For the numerical solution, IMPES method was used, from which the pressure and the saturation of water and gas were computed one by one. Seven cases of model test using parallel plates for a single fracture were performed in order to obtain the characteristic equation of relative permeability which would be used in the numerical model. it was difficult to match the characteristic curves of relative permeability from the model tests with the existing emperical equations, consequently a logistic equation was proposed. As the equation is composed of the parameters involving aperture size, it can be applied to any fracture.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.40 no.6
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• pp.593-601
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• 2020

Two-dimensional laboratory experiments were conducted in a wave flume to investigate the wave transmission phenomena of impermeable-type submerged structures armored by concrete blocks. Different experimental conditions were included by considering relative crest depth, relative freeboard, relative crest width, wave steepness, and so on. An empirical formula was proposed to predict the wave transmission coefficients over various specifications and structural designs of the impermeable submerged structure from the experimental results. The proposed formula successfully predicted the wave transmission coefficients. Therefore, in this study, the proposed empirical formula of the wave transmission over an impermeable submerged structure was improved from the existing formula.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.40 no.5
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• pp.485-496
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• 2020

Submerged structures such as low-crested breakwaters and artificial reefs have been commonly used for coastal protection. In this study, two-dimensional laboratory experiments were conducted in a wave flume to investigate the wave transmission phenomena of permeable type submerged structures armored by Tetrapods. Different cases of the experimental conditions were included by relative crest depth, relative freeboard, relative crest width, wave steepness and so on. An empirical formula from the experimental data was proposed to predict the wave transmission coefficients over various specifications and structural designs of the permeable type submerged structure. The proposed formula successfully predicted the wave transmission coefficients. In this study, the proposed empirical formula of the wave transmission over the submerged structure was improved from the existing formula.

• Journal of Korea Water Resources Association
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• v.34 no.5
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• pp.449-458
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• 2001

In order to verify the numerical model, which was developed to simulate the behavior of the two-phase fluid flow in a single fracture, the characteristic equation of relative permeability was incorporated into the developed numerical model, and the computed results were compared with the experimental results of the model test. As results of the sensitivity analysis on the roughness and the aperture size of fracture, the gas velocity was inversely proportional to the fracture roughness, and not proportional to the square of aperture size which is usually observed in single phase flow in a single fracture. The numerical model was applied to the underground LPG storage terminal in order to check the field applicability. The simultaneous flow of water and gas in accordance with the operation pressures in a single fracture near cavern was simulated by the model. It was shown that the leaked gas was able to be controlled in a single fracture neither by the pressure of operation nor by that of groundwater in case the fracture became smoother in roughness and smaller in aperture size.

• Journal of the Korean Chemical Society
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• v.22 no.5
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• pp.304-310
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• 1978

The relative permeabilities, distribution coefficients and diffusion coefficient of some salts which are important components in blood plasma through a poly(HEMA) membrane were measured. The crosslinker which was used for preparing the membrane was tetraethylene glycol dimethacrylate(TEGDMA), the weight percentage of the latter was about 2.8. We found that the diffusion coefficients ($D_m$) of the solutes decrease exponentially with increasing molecular weight, and also that $D_m$'s decrease linearly (except urea) with cylindrical radius (a). These facts were explained by a sieve pore flow model. The relative permeability and diffusion coefficient of urea at various temperature were larger than those of other solutes such as glycine, ${\beta}$-alanine, D-glucose, saccharose and maleic acid. The result indicates that the poly(HEMA) membrane might be suitable for hemodialysis application.

• Journal of the Korean Society of Propulsion Engineers
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• v.2 no.1
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• pp.50-58
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• 1998

Water vapor transmission was tested in water bath controlled by $20^{\cire}C$, 90%RH for T800/AD6005 based composite motor case which made by filament winding method. We detected internal relative humidity of composite motor case by inserting the humidity detector through the head of motor case for the study of humidity transmission through the wall of composite motor case. We found out that this composite material appears the water vapor flux of 2.88${\times}$$10^{-9}$g/$\textrm{m}^2$sec and diffusivity of 7.98${\times}$$10^{-7}$$\textrm{mm}^2$/sec at $20^{\cire}C$, 90%RH water vapor condition.

• Korean Journal of Food Science and Technology
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• v.28 no.3
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• pp.545-551
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• 1996

Water-vapor transmission rate and water-vapor permeability of carrageenan-based edible film with three different thicknesses of 0.05, 0.08 and 0.11 mm were measured to investigate the potential applicability of the films to powder foods at five different temperatures (20, 25, 30. 35 and $4^{\circ}C$) and three different relative humidities (50. 70 and 90% RH). Water-vapor transmission rate of the carrageenan-based film was gound to be 2.3 times higher than that of polyethylene (PE) film and water-vapor permeability of the film was 45-230 times higher than that of PE film. Water-ydpor permeability of the film seemed to increase linearly with the film thicknees like other hydrophilic edible films. Water-vapor transmission rate were found to be dependent on the temperature. Activation energies of the water-vapor transmission rate of the film were found to be between 7.898 and 12.8702 kj/mol depending on the film thickness. The water-vapor transmission rate of the film showed the typical kinetic compensation effect between activation energies and preexponential factors. which was proved by the linear increase in the value of logarithms of preecponential factor.

• Proceedings of the Korean Vacuum Society Conference
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• 2013.02a
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• pp.440-441
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• 2013

현재 친환경 에너지에 대한 관심의 증대로 인하여 박막 태양전지 연구에 대한 수요가 증가하고 있다. 특히 InGaN 기반의 박막태양전지는 태양 스펙트럼 전체를 흡수 할 수 있는 넓은 흡수 대역, 비교적 높은 흡수 계수 ($>{\sim}10^5cm^{-1}$) 및 전자의 이동도 등으로 인하여 연구가 활발히 진행되고 있다. InGaN 박막 태양전지의 경우 ITO 층을 전류확산 층으로 많이 사용되는데, 일반적으로 평평한 박막의 형태를 갖는다. 이 평면 ITO 층에 dot을 형성하게 되면 상대적인 굴절률의 차이를 감소시켜 반사되는 빛의 양을 감소시킬 수 있어 태양전지가 흡수할 수 있는 빛의 양을 증가시켜 태양전지의 효율을 향상시킬 수 있다. 또한, 장파장대의 빛의 경우 투과도가 높아 태양전지의 흡수 층을 투과할 가능성을 인하여 효율이 저하될 수 있다. 따라서 반사판을 사용하게 되면 빛의 광학적 경로를 증가시켜 효율을 향상시킬 수 있다. 알루미늄의 경우 InGaN 태양전지의 흡수대역에서 반사도가 90% 이상으로 알려져 있어 반사판으로 사용되기에 적절하여 많이 사용되고 있다. 본 연구에서는 FDTD 툴을 이용하여 ITO dot과 알루미늄 반사판을 이용하여 효율이 향상된 InGaN 박막태양전지의 시뮬레이션을 수행하였다. ITO dot이 존재하는 전류 확산층과 알루미늄 반사판의 투과도 및 반사율을 먼저 계산한 후 태양전지 구조에 적용하여 전류-전압 특성, 외부 양자효율 특성을 예측하였다. Fig. 1은 시뮬레이션된 InGaN 박막태양전지의 구조이다.

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 1997.11a
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• pp.35-36
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• 1997

복합재는 강도가 높고 가볍기 때문에 최근 로켓의 연소관으로 널리 사용되고 있다. 그런데 이 복합재 로켓 연소관은 제조 후 대기 환경에 장기적으로 노출되어 있기 때문에 금속 연소관과는 달리 온도 또는 습도 등의 환경에 대한 영향을 고려해야 한다. 더구나 연소관은 내부에 추진제가 충전되어 있으므로 추진제의 기계적 특성이 습도에 민감함을 생각할 때 강도뿐만 아니라 습기의 투과도 또한 매우 중요한 고려 요소가 된다. 그러나 온/습도 변화에 따른 복합재 자체의 재료 특성 변화에 대한 연구는 많이 보고되었으나 습기의 투과 정도에 관한 연구는 자료가 미흡한 실정이다. 한편, 포화 함수율은 복합재에 따라서 차이가 있으나 T300/5208의 경우 문헌을 참조하면 20-$50^{\circ}C$에서 복합재 무게의 약 1.5% 정도이며 포화에 걸리는 시간은 약 100일 정도로 나타나 있다.본 연구에서는 수분이 복합재를 통하여 투과되는 정도를 고찰하기 위하여 $20^{\circ}C$,95%RH의 온/습도를 유지하는 수조를 제작하였고, 이 수조내에 보관한 복합재 연소관의 실린더 벽면으로 투과되는 습기를 측정하기 위하여 연소관 내에 습도 센서를 투입하여 상대습도를 직접 측정하였다. 복합재 연소관이 로켓에 사용될 때는 연소관 외부에 페인트로 피막 처리하고 연소관 내부에도 추진제와의 사이에 라이너가 접착되어 있어서 수분 침투 및 온도 등의 외부 환경조건에 견디기에 더 양호한 조건이나 본 연구에서는 복합재 자체의 특성을 고찰하기 위하여 섬유를 에폭시에 함침시켜 winding한 상태 그대로의 복합재 연소관 시료를 사용하였다. 습기의 투과는 내부에 라이너/인슐레이션이 피복되거나 또는 추진제가 충전된 경우 많은 감소효과를 보였다. 순수 복합재 연소관의 경우 수조에 넣고 평형에 도달한 후로부터 약 8개월의 습기 투과 상태를 볼대 벽면을 통하여 들어가는 water vapor flux는 $20^{\circ}C$,95%RH 에서 평균적으로 9.3163$\times$$10^{-8}$g/$m^2$sec로 나타났다. 이때 습기가 투과되는 연소관이 국지점을 평판으로 가정하고 Fick's law를 이용하여 구한 습기에 대한 복합재의 확산계수는 D=2.5$\times$$10^{-6}$$mm^2$sec였으며, 이는 다른 graphite/epixy 복합재의 확산계수와 유사한 값을 나타내고 있다. 또한 추진제가 충전된 연소관을 절단하여 밀폐한 후 95%RH 습도 조건에 보관함으로써 연소관 내부의 추진제 기계적 특성에 미치는 침투된 습기의 영향도 함께 고찰하였다. 추진제에 따라 차이는 있겠으나 추진제가 충전된 연소관은 순수 복합재 연소관에 비해 습기의 투과 정도가 작으며, 본 연소관에 충전된 RDX/AP계 추진제의 경우 추진제의 습기투과에 의한 추진제 물성 변화는 미미한 것으로 나타났다.