• 한국해양학회지
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• 제10권2호
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• pp.57-66
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• 1975

Structure of thermocline, characteristics of stability and intensity of vertical transfer have been studied with hourly oceanographic data in each layers on Line 207 from 1968 to 1969. It is found that a typical thermocline is formed at depths of 10 to 50 meters in summer and early autumn and its core is located near depths of 25 meters. The maximum diffusion coefficient of vertical turbulent is found to be 140$\textrm{cm}^2$/sec at the surface layer(i.e., 0-10 meters), while the minimum is 5$\textrm{cm}^2$/sec at depths of 25 meters, consistent with characteristics of stability and structure of thermocline layers. Our computed diffusion coefficient and stability indicate that the mixing hardly takes place below depths of 80 meters during summer and early autumn, but for the rest of the season mixing could move up to the depth of 50 meters. It appears that the Western Channel of the Korea Strait consist of three different water masses during summer and autumn, and for the rest of the season, two kinds are present.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.681-686
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• 2003

One of the major degradation processes of reinforced concrete (RC) structure is corrosion of reinforced steel due to chloride attack. Severe environments, such as marine environment and exposure to de-icing salts, could accelerate the steel corrosion of RC structures through the chloride ion intrusion into concrete. In order to delay this degradation process, several kinds of admixtures have been used in concrete mix. In this study, effective diffusion coefficient of chloride ion ($D_{eff}$) and total passed charge of concrete with and without fly ash were measured using electrical method. It is found that fly ash concrete has much less chloride ion coefficient than ordinary concrete at later age. By analyzing the test results, $D_{eff}$ at 28 and 90 days was obtained as a function of water-binder ratio (W/B) and an equation for predicting $D_{eff}$ with age was proposed considering the decreasing rate of $D_{eff}$.

• 설비공학논문집
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• 제26권8호
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• pp.366-374
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• 2014

Experimental mass transfer data, which were obtained for the $CO_2$-water slug flows in vertical tubes with 2, 5, and 8mm diameters, were analyzed in comparison with the penetration theory. It was found that a penetration model with molecular diffusion coefficient cannot predict the experimental data accurately. An effective diffusion coefficient, which considers enhancement effect of interfacial waves, was suggested to improve prediction. Another empirical factor was also suggested to consider the effect of non-uniform interface velocity. A modified penetration model was found to be capable of predicting the experimental data reasonably well.

• Computers and Concrete
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• 제17권2호
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• pp.189-199
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• 2016

Chloride penetration is considered as a most crucial factor for the determination of the service life of concrete. A lot of experimental tools for the chloride penetration into concrete have been developed, however, the mechanism was based on only diffusion, although permeability is also main driving forces for the chloride penetration. Permeation reacts on submerged concrete impacting for short to long term durability while capillary suction occurs on only dried concrete for very early time. Furthermore, hydrostatic pressure increases in proportional to measured depth from the surface of water because of the increasing weight of water exerting downward force from above. It is thought, therefore, that the water pressure has a great influence on the chloride penetration and thereby on the service life of marine concrete. In this study, new experiment is designed to examine the effect of water pressure on chloride penetration in concrete quantitatively. As an experiment result, pressure leaded a quick chlorides penetration by a certain depth, while diffusion induced chlorides to penetrate inward slowly. Therefore, it was concluded that chloride should penetrates significantly by water pressure and the phenomena should be accelerated for concrete exposed to deep sea. The research is expected as a framework to define the service life of submerged concrete with water pressure and compute water permeability coefficient of cementitious materials.

• Journal of the Korean Wood Science and Technology
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• 제17권3호
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• pp.67-81
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• 1989

This experiment was carried out to know the mothod of changing the step of moisture content schedule with time in conventional kiln drying. For the purpose of this object. we made drying model by applying the moisture diffusion model by J.FSiau(1984) to average moisture content equation by J.Crank(1956) derived it from Fick's second law. And to verify this method of drying model. 2.5cm-thick boards and 5.0cm-thick dimension lumbers of Pinus densiflora were kiln-dried with the schedule of T11-C3 and T10-C4, respectively. And then the drying rates were investigated and compared with those calculated from drying model. The results obtained were as follows 1. Average drying rate and total drying time of board to dry to 6.5% moisture content were 0.64%/hr and 109hr., and those of dimension lumber to dry to 8.3% moisture content were 0.4%/hr. and 162hr., respectively. 2. The moisture content of shell and core decreased by equalizing treatment and increased by conditioning treatment both on board and dimension lumber. But the moisture gradient was lower after conditioning than after equalizing. 3. As the drying was proceeded, the transverse bound water diffusion coefficient all but linearly decreased, the water vapor diffusion coefficient abruptly curvilinearly increased, while the transverse diffusion coefficient curvilinearly decreased both on board and dimension lumber. But each of diffusion coefficients on board was larger than that on dimension lumber. 4. Compared to experimential drying rate of board. theoretical drying rate was larger at 30.0%-21.8% moisture content range and was similiar at 21.8%-5.4% moisture content. And in case of dimension lumber, the drying rate was similiar at 30.0%-16.1% moisture content range but theoretical drying rate was much lower at 16.1%-8.3% moisture content range. 5. The possibility of adapting this drying model to changing the moisture content schedule step with time was in the range of 21.8%-5.4% moisture content on board. And in the case of dimension lumber that was in the range of 30.0%-16.1% moisture content.

• 한국건설순환자원학회논문집
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• 제7권1호
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• pp.8-15
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• 2019

콘크리트 구조물이 극심한 열화 환경에 노출되는 경우 열화현상이 발생하게 되는데, 대표적인 열화 현상으로는 염해에 의한 철근부식이 있다. 본 연구에서는 3가지 수준의 물-결합재 비(0.37, 0.42, 0.47) 및 2가지 수준의 플라이애시 치환율(0%, 30%)을 고려하여 재령 2년 콘크리트 시편을 대상으로 염해 저항 성능을 평가하였다. Tang's method에 준하여 촉진 염화물 확산계수를, ASTM C 1202에 준하여 통과 전하량을, KS F 2405에 준하여 압축강도를 평가하였다. 또한 기존의 제안식들과 촉진 염화물 확산계수 결과를 활용하여 각 배합의 시간의존성 확산 특성을 분석하였다. 플라이애시 혼입 배합은 OPC 배합 대비 뛰어난 내구성능을 나타내는데, 통과 전하량 평가기준에 따르면 재령 49일부터 "Moderate" 등급 이하에 포함되는 반면 OPC 배합은 재령 1년에서야 모든 물-결합재 비에서 "Moderate" 등급 이하에 포함되었다. 각 배합의 시간의존성지수를 도출한 결과 모든 배합에서 물-결합 재비가 증가함에 따라 시간의존성지수가 감소하는 경향을 나타내었다. 또한, 플라이애시 혼입 배합에서 OPC 배합 대비 1.57배~2.74배의 시간의존성지수가 평가되었다. 이는 시간의존성지수가 확산계수가 감소하는 기울기를 나타내기 때문이며, 플라이애시의 포졸란 반응에 의해 FA 배합에서 OPC 배합 대비 높은 시간의존성지수를 나타내었다.

• Ocean and Polar Research
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• 제26권1호
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• pp.33-42
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• 2004

Effect of freshwater discharge on the long-term salt balance in the Northern and Central Indian River Lagoon (IRL) is successfully simulated by a new analytical solution to a water balance-based one-dimensional salt conservation equation. Sensitivity tests show that the salinity levels drop abruptly even during the dry season (November to May) due to the high surface runoff discharge caused by tropical storms, depressions, and passage of cold fronts. Increasing surface runoff and direct precipitation has risen by ten times, lowering the salinity level down to 12psu in the Northern Central zone, and to 17 psu in the Northern zone. However, the salinity level in the Southern Central zone has decreased to 25 psu. High sensitivity of the Northern Central zone to freshwater discharge can be partially explained by a rapid urbanization in this zone. During the dry season, less sensitivity of the Southern Central zone to the increased surface runoff is attributed to the proximity of the zone to the Sebastian Inlet and a strong diffusion condition possibly resulting from the seawater intrusion to the surficial aquifer at the Vero Beach. During the wet season, however, the whole study area is highly sensitive to freshwater discharge due to the weak diffusion conditions. High sensitivity of the IRL to the given diffusion conditions guarantees that the fresh-water release occurs during strong wind conditions, achieving both flood control in the drainage basin and a proper salinity regime in the IRL.

• 대한원격탐사학회지
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• 제32권5호
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• pp.471-482
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• 2016

본 논문에서는 수계 영역의 감독 분류 성능을 향상시키기 위하여 블록 기반의 영상 분할과 수계 경계의 확장을 이용하는 수계 검출 방법을 제안한다. 초기 수계 영역을 추출하기 위하여 수계 훈련 지역의 Normalized Difference Water Index (NDWI) 및 Near Infrared (NIR) 밴드 영상의 분광 정보를 이용하여 Mahalanobis 거리 영상을 생성한다. Mahalanobis 거리 영상에 포함된 잡음 성분의 영향을 감소시키기 위해서 인접한 화소의 연결 강도에 의해 확산 계수가 제어되는 평균 곡률 확산을 적용한 후에 초기 수계 영역을 추출한다. 추출된 수계 영상을 같은 크기의 블록으로 분할한 후에 수계 경계에 속하는 수계 영역의 정보를 이용하여 수계 영역을 갱신한다. 수계 경계에 속하는 수계 영역과 수계 훈련 지역 사이의 통계적인 거리가 임계값 이하이면, 수계 영역 갱신을 반복적으로 수행한다. 제안한 알고리즘을 KOMPSAT-2 영상에 적용한 결과 블록 크기가 $11{\times}11$에서 $19{\times}19$사이인 경우에 overall accuracy는 99.47%에서 99.53%, Kappa coefficient는 95.07%에서 95.80%의 분류 정확도를 보였다.

• 전기화학회지
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• 제2권2호
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• pp.93-97
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• 1999

유해성 유기물을 효과적으로 분해시키는데 이용되는 Ag(II)이온에 의한 전기화학적 매개산화 공정의 한계전류밀도를 예측하기 위하여 질산전해질의 농도, Ag(I) 이온의 농도 및 온도변화에 따른 Ag(I)/Ag(II) 이온쌍의 cyclic voltammogram을 백금전극에서 얻었으며, 피크전류로부터 Ag(I) 이온의 확산계수를 구하였다. Ag(I)/Ag(II) 이온쌍의 산화환원 반응은 물 분해 반응에 의해 크게 영향을 받았으며 백그라운드 보정을 통하여 정확한 피크전류를 측정할 수 있었다. Ag(I) 이온의 확산계수를 질산용액의 점도 및 온도의 함수로 나타냄으로써 전기화학적 매개산화공정의 한계전류밀도를 용이하게 예측할 수 있는 실험식을 제시하였다.

• 한국광학회지
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• 제23권3호
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• pp.113-118
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• 2012

형광입자의 크기와 수에 따라 형광 신호의 상관함수 변화를 측정하는 형광상관분광법을 이용하여 용액 내에서 확산 운동하는 나노크기 형광 입자들의 농도와 유체역학적 반지름을 비교하였다. 시료에 사용된 나노크기 형광 입자들은 Alexa Fluor 647, 양자점, 형광 bead이고, 증류수에서 1/10, 1/100로 입자들이 들어있는 용액을 희석하여 각 입자들에 대해 3가지의 다른 농도의 시료를 준비하였다. Alex Fluor 647의 알려져 있는 확산시간을 이용하여 형광상관분광장치의 유효초점 부피를 구하고, 각 입자들의 확산계수, 크기, 희석에 따른 농도 변화를 측정할 수 있었다. 본 연구를 통해, 자체 제작된 형광상관분광장치로 임의적으로 희석된 시료들의 농도를 약 0.1 nM ~ 10 nM의 범위에서 측정할 수 있었고, 양자점의 확산계수를 $27{\pm}1{\mu}m^2/s$로 결정할 수 있었다.