• 한국농공학회지
• /
• 제39권4호
• /
• pp.98-105
• /
• 1997

Compacted clay materials are often used to form barriers for waste disposal by means of landfill. The performance of clay barrier depends on its permeability characteristics under the site environments. The study discusses permeability characteristics of 4 types of permeants through a compacted clayey soil. Permeabilities are measured using the modified rigid-wall permeater and with water, PEG, Ethanol, and TCE, ranging 80 to 3.4 of dielectric constants. Results of the study are as follows : 1) Absolute permeabilities of Ethanol and TCE that their dielectric constants are lower than that of water are $K=1.0{\times} 10^{-12} cm^2$, and $5.8{\times} 10^{-12} cm^2$, respectively, that is, 1.67, and 9.67 times of permeability of water, respectively. Absolute permeability and dielectric constant of water are $K=6{\times} 10^{-13} cm^2$, and 80, respectively. 2) Changes in absolute permeability of Ethanol and TCE converge to a constant after 3.5 pore volume of permeant flows through the clay sample. This can be explained that diffuse double layer of clay is no longer reacted with permeants and contracted their pores. However there is no change in absolute permeability when water is used as a per-meant. 3) It is found that absolute permeability in reversely proportional to the value of dielectric constant of the permeants. Change in absolute permeability of the permeants with 40 or over of dielectric constant is not significant. However change in absolute permeability of the permeant with 30 or lower dielectric constant is abruptly increased. 4) A lower absolute permeability of PEG is found because of its high viscosity.

• 자원환경지질
• /
• 제46권4호
• /
• pp.279-289
• /
• 2013

석탄층 메탄가스(coalbed methane; CBM)를 개발하는데 있어서 생산성과 경제성을 좌우하는 절대투과도(absolute permeability)를 산출하는 것은 매우 중요하다. 절대투과도를 측정하는 방법에는 코어분석(core analysis)과 유정생산 시험(well test) 등이 있다. 하지만 코어분석을 통해 도출된 절대투과도는 CBM 저류층을 대표할 수 없기에 일반적으로 유정생산시험을 통해 절대투과도가 산출된다. 이에 본 연구에서는 CBM 저류층에 적용 가능한 유정생산시험을 분류하고 각 시험기법별 특성 및 장 단점을 분석하였다. 이를 기반으로 유정생산시험 설계 및 수행절차를 수립하였으며, 유정생산시험 수행 후 취득된 자료를 통해 절대투과도와 손상지수(skin factor)와 같은 저류층 물성을 도출하기 위한 자료해석 절차를 제시하였다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
• /
• pp.677-682
• /
• 2000

Porous concrete is defined as d type of concrete for which the fine aggregate component the matrix is entirely omitted. Although it had been used as a building material in Europe for over 60 years, low strength and high void ratio limited its application in the past. In recent years, however high void ratio of concrete has been recognized again and can be used as an environmental conscious material, for example, parking lots, draining light-traffic-volume pavements and as sea water purifying material. The result of an experiment on the void ratio of fiber reinforced porous concrete and its influence on the compressive strength and permeability relationship of concrete are reported in this paper. One-sized coarse aggregate of 5-10mm, and three absolute content of fiber(steel fiber, polyprophylen fiber) were used. The result of measured void ratio, permeability coefficient and compressive strength show a small variation. Void ratio, permeability coefficient and compressive strength of fiber reinforced porous concrete depend on contents of fiber and absolute volume ratios of paste to aggregate.

• 한국농공학회지
• /
• 제39권6호
• /
• pp.80-87
• /
• 1997

A series of tests was performed to determine a threshold concentration of water-soluble organic permeant(ethanol) for permeability to be increased in clay and to estimate long-term permeability behaviors, effects of overburden pressure and compaction conditions on permeability in clay. Results of study are as follows ; 1. A threshold concentration of water-soluble organic permeant(ethanol) in clay was about 7O~8O% and its dielectric constant was 40, and dielectric constant seems to be closely related with absolute permeability. 2. Permeability of long-term tests was more or less larger than that of short-term tests. 3. Overburden pressures applied for a long time elapsed have little effects on the restriction of permeability increase. 4. Since water content has no effects of compaction capability when it is compacted with OMC or wet side of OMC, its permeability is to be estimated as same level of dry side of OMC. 5. Clays matured in the humid chamber are increased in permeability 2 times larger than unmatured ones. Thixotropy, therefore, should be considered in the design procedures because field conditions of construction would be quite similar to this..

• 한국토양환경학회지
• /
• 제5권3호
• /
• pp.35-54
• /
• 2001

가스와 물이 공존하는 쓰레기 매립지에 개설된 여러개의 포집정으로부터 매립가스와 침출수의 추출량을 정확히 예측한다는 것은 매우 어렵다. 그러나 매립지 공극에 포함된 침출수와 가스의 상대적인 투과능력을 파악할 수 있다면 추출량을 어느정도 예측할 수 있다. 즉, 현장과 유사한 실험환경에서 침출수와 가스의 상대유체투과도를 측정하여 이 값을 다공질 매질을 통과하는 다상 유체유동방정식의 입력자료로 사용함으로써 포집정으로부터 각상의 추출량을 얻을수 있다.

• Computers and Concrete
• /
• 제13권1호
• /
• pp.17-30
• /
• 2014

This research presents the effect of various ground pozzolanic materials in blended cement concrete on the strength and chloride penetration resistance. An experimental investigation dealing with concrete incorporating ground fly ash (GFA), ground bottom ash (GBA) and ground rice husk ash (GRHA). The concretes were mixed by replacing each pozzolan to Ordinary Portland cement at levels of 0%, 10%, 20% and 40% by weight of binder. Three different water to cement ratios (0.35, 0.48 and 0.62) were used and type F superplasticizer was added to keep the required slump. Compressive strength and chloride permeability were determined at the ages of 28, 60, and 90 days. Furthermore, using this experimental database, linear and nonlinear multiple regression techniques were developed to construct a mathematical model of chloride permeability in concretes. Experimental results indicated that the incorporation of GFA, GBA and GRHA as a partial cement replacement significantly improved compressive strength and chloride penetration resistance. The chloride penetration of blended concrete continuously decreases with an increase in pozzolan content up to 40% of cement replacement and yields the highest reduction in the chloride permeability. Compressive strength of concretes incorporating with these pozzolans was obviously higher than those of the control concretes at all ages. In addition, the nonlinear technique gives a higher degree of accuracy than the linear regression based on statistical parameters and provides fairly reasonable absolute fraction of variance ($R^2$) of 0.974 and 0.960 for the charge passed and chloride penetration depth, respectively.

• 한국의학물리학회:학술대회논문집
• /
• 한국의학물리학회 2002년도 Proceedings
• /
• pp.272-274
• /
• 2002

The contribution of light in high-energy film dosimetry was examined using six commercially available solid water substitute phantoms. As six commercially available phantoms; RMI-451, Mix-DP, WE211, WE211-Black, PMMA and PMMA Black were evaluated in this study. It is difficult to evaluate the contribution of Cerenkov radiation and the optical permeability to the relative and/or absolute dosimetry using unpacked film in these phantoms. Therefore the contribution of Cerenkov radiation was estimated by the comparison between film densities in the shielded side (shutting off the light) and unshielded sides on a phantom. The effect of optical permeability was measured under ambient light by the time scale method. The results suggest that the use of black colored phantoms may improve the accuracy of dose measurement in film dosimetry.

• 한국지반공학회논문집
• /
• 제25권1호
• /
• pp.65-76
• /
• 2009

본 연구에서는 불포화 지반의 특성을 파악하고, 포화투수계수($k_s$)와 강우강도(i) 및 함수특성곡선(SWCC)이 사면의 안정성에 어떠한 영향을 주는지 연관성을 파악하기 위해 국내 지반에 폭넓게 분포하고 있는 화강풍화토에 대해 연구를 수행하였다. 기존 연구자료 및 실험을 통해 얻은 정규화함수특성곡선을 데이터베이스화하고 통계적 개념을 도입하여 상한 평균 하한의 함수특성곡선을 추정하였다. 입도분포곡선과 상한 평균 하한의 함수특성곡선과의 관계를 바탕으로 함수특성곡선 자료가 없는 지반의 함수특성곡선을 개략적으로 추정하는 방법 또한 제안하였다. 그리고 추정된 상한 평균 하한의 함수특성곡선을 이용하여 강우시 사면 구조물의 시간 의존적 안전율 변화 추이를 통해 실무적으로 사용할 수 있는 포화투수계수와 강우강도의 비를 제안하였다. 연구결과에 의하면 강우 침투에 의한 안전율 변화는 강우강도의 절대 크기에 좌우되지 않고 강우강도와 투수계수의 비에 영향을 받는다. 그리고 사면의 안전율은 강우침투에 의해 감소하기 시작하며 임계값에 도달한 이후 다시 상승하는 것을 알 수 있다. 수치해석결과 가장 낮은 안전율을 보이는 때는 상한의 함수특성곡선을 이용할 경우로, 이때 포화 투수계수값이 강우강도와 같거나 두 배가 될 때이다.

• Journal of the Korean Society for Industrial and Applied Mathematics
• /
• 제11권1호
• /
• pp.95-105
• /
• 2007

A mathematical modeling for the drying process of hygroscopic porous media, such as wood, has been developed in the past decades. The governing equations for wood drying consist of three conservation equations with respect to the three state variables, moisture content, temperature and air density. They are involving simultaneous, highly coupled heat and mass transfer phenomena. In recent, the equations were extended to account for material heterogeneity through the density of the wood and via the density variation of the material process, capillary pressure, absolute permeability, bound water diffusivity and effective thermal conductivity. In this paper, we investigate the drying behavior for the three primary variables of the drying process in terms of control volume finite element method to the heterogeneous transport model on one-dimensional grid.

• Bulletin of the Korean Chemical Society
• /
• 제4권3호
• /
• pp.128-132
• /
• 1983

The self-diffusion experiment of water was performed across two series of tactic poly(2-hydroxyethyl methacrylate), P(HEMA) membranes prepared by crosslinking with various amount of hexamethylene diisocyanate (HMDIC). The tagging material was tritium hydroxide (THO) and the efflux of THO was counted on a Liquid Scintillation Counter. The transport data of THO show that the permeability decreases as the amount of HMDIC increased from 2.5 to 10 mole % and the self-diffusions coefficient shows a parallel trend with it. The diffusivity data was discussed in terms of the change of water structural orderliness within membranes. Using the relation between viscosities and diffusivities derived from Eyring's absolute rate theory, the corresponding viscosities of water within two series of tactic P(HEMA) membranes were obtained. From this, it is seen that the viscosity of water within tactic P(HEMA) membranes may have the same values with those of supercooling water whose temperature ranges from -28 to -$36^{\circ}C.$.